diff --git a/LICENSE b/LICENSE new file mode 100644 index 0000000..5b3659a --- /dev/null +++ b/LICENSE @@ -0,0 +1,21 @@ +MIT License + +Copyright (c) [2026] The Functional-Recovery-Python Authors + +Permission is hereby granted, free of charge, to any person obtaining a copy +of this software and associated documentation files (the "Software"), to deal +in the Software without restriction, including without limitation the rights +to use, copy, modify, merge, publish, distribute, sublicense, and/or sell +copies of the Software, and to permit persons to whom the Software is +furnished to do so, subject to the following conditions: + +The above copyright notice and this permission notice shall be included in all +copies or substantial portions of the Software. + +THE SOFTWARE IS PROVIDED "AS IS", WITHOUT WARRANTY OF ANY KIND, EXPRESS OR +IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF MERCHANTABILITY, +FITNESS FOR A PARTICULAR PURPOSE AND NONINFRINGEMENT. IN NO EVENT SHALL THE +AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM, DAMAGES OR OTHER +LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM, +OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE +SOFTWARE. \ No newline at end of file diff --git a/src/atc138/data/component_attributes.csv b/src/atc138/data/component_attributes.csv index f11176d..7629b8c 100644 --- a/src/atc138/data/component_attributes.csv +++ b/src/atc138/data/component_attributes.csv @@ -1,1558 +1,1274 @@ fragility_id,description,unit_qty,unit,name,name_short,group,author,is_official_p58,system_id,subsystem_id,service_location,structural_system,structural_system_alt,structural_series_id -B1029.101,"Flexible wood diaphragm, pre 1976, plan aspect ratio 1:1, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, pre 1976, plan aspect ratio 1:1.","Flexible wood diaphragm, <1976, AR 1:1.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.102,"Flexible wood diaphragm, pre 1976, plan aspect ratio 2:1, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, pre 1976, plan aspect ratio 2:1.","Flexible wood diaphragm, <1976, AR 1:2.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.103,"Flexible wood diaphragm, pre 1976, plan aspect ratio 1:2, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, pre 1976, plan aspect ratio 1:2.","Flexible wood diaphragm, <1976, AR 2:1.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.111,"Flexible wood diaphragm, 1976 through 1996, plan aspect ratio 1:1, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, 1976 through 1996, plan aspect ratio 1:1.","Flexible wood diaphragm, 1967-1996, AR 1:1.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.112,"Flexible wood diaphragm, 1976 through 1996, plan aspect ratio 2:1, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, 1976 through 1996, plan aspect ratio 2:1.","Flexible wood diaphragm, 1967-1996, AR 2:1.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.113,"Flexible wood diaphragm, 1976 through 1996, plan aspect ratio 1:2, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, 1976 through 1996, plan aspect ratio 1:2.","Flexible wood diaphragm, 1967-1996, AR 1:2.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.121,"Flexible wood diaphragm, post 1996, plan aspect ratio 1:1, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, post 1996, plan aspect ratio 1:1.","Flexible wood diaphragm, >1996, AR 1:1.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.122,"Flexible wood diaphragm, post 1996, plan aspect ratio 2:1, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, post 1996, plan aspect ratio 2:1.","Flexible wood diaphragm, >1996, AR 2:1.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.123,"Flexible wood diaphragm, post 1996, plan aspect ratio 1:2, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, post 1996, plan aspect ratio 1:2.","Flexible wood diaphragm, >1996,AR 1:2.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.201a,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 25 ft., Wall Height 24' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 25 ft., wall 24 ft.","Out-of-plane connection, bay 25', wall 24' ",structural,HBRG,False,1,0,NA,10,0,2 -B1029.201b,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 25 ft., Wall Height 27' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 25 ft., wall 27 ft.","Out-of-plane connection, bay 25', wall 27' ",structural,HBRG,False,1,0,NA,10,0,2 -B1029.201c,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 25 ft., Wall Height 30' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 25 ft., wall 30 ft.","Out-of-plane connection, bay 25', wall 30' ",structural,HBRG,False,1,0,NA,10,0,2 -B1029.202a,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 35 ft., Wall Height 24' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 35 ft., wall 24 ft.","Out-of-plane connection, bay 35', wall 24' ",structural,HBRG,False,1,0,NA,10,0,2 -B1029.202b,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 35 ft., Wall Height 27' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 35 ft., wall 27 ft.","Out-of-plane connection, bay 35', wall 27' ",structural,HBRG,False,1,0,NA,10,0,2 -B1029.202c,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 35 ft., Wall Height 30' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 35 ft., wall 30 ft.","Out-of-plane connection, bay 35', wall 30' ",structural,HBRG,False,1,0,NA,10,0,2 -B1029.203a,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 50 ft., Wall Height 24' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 50 ft., wall 24 ft.","Out-of-plane connection, bay 50', wall 24' ",structural,HBRG,False,1,0,NA,10,0,2 -B1029.203b,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 50 ft., Wall Height 27' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 50 ft., wall 27 ft.","Out-of-plane connection, bay 50', wall 27' ",structural,HBRG,False,1,0,NA,10,0,2 -B1029.203c,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 50 ft., Wall Height 30' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 50 ft., wall 30 ft.","Out-of-plane connection, bay 50', wall 30' ",structural,HBRG,False,1,0,NA,10,0,2 -B1029.301,"Flexible steel deck diaphragm (fastened or welded), pre 1976, plan aspect ratio 1:1, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, pre 1976, plan aspect ratio 1:1.","Flexible steel diaphragm, <1976, AR 1:1.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.302,"Flexible steel deck diaphragm (fastened or welded), pre 1976, plan aspect ratio 2:1, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, pre 1976, plan aspect ratio 2:1.","Flexible steel diaphragm, <1976, AR 1:2.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.303,"Flexible steel deck diaphragm (fastened or welded), pre 1976, plan aspect ratio 1:2, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, pre 1976, plan aspect ratio 1:2.","Flexible steel diaphragm, <1976, AR 2:1.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.311,"Flexible steel deck diaphragm (fastened or welded), 1976 through 1996, plan aspect ratio 1:1, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, 1976 through 1996, plan aspect ratio 1:1.","Flexible steel diaphragm, 1967-1996, AR 1:1.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.312,"Flexible steel deck diaphragm (fastened or welded), 1976 through 1996, plan aspect ratio 2:1, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, 1976 through 1996, plan aspect ratio 2:1.","Flexible steel diaphragm, 1967-1996, AR 2:1.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.313,"Flexible steel deck diaphragm (fastened or welded), 1976 through 1996, plan aspect ratio 1:2, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, 1976 through 1996, plan aspect ratio 1:2.","Flexible steel diaphragm, 1967-1996, AR 1:2.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.321,"Flexible steel deck diaphragm (fastened or welded), post 1996, plan aspect ratio 1:1, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, post 1996, plan aspect ratio 1:1.","Flexible steel diaphragm, >1996, AR 1:1.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.322,"Flexible steel deck diaphragm (fastened or welded), post 1996, plan aspect ratio 2:1, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, post 1996, plan aspect ratio 2:1.","Flexible steel diaphragm, >1996, AR 2:1.",structural,HBRG,False,1,21,NA,10,0,1 -B1029.323,"Flexible steel deck diaphragm (fastened or welded), post 1996, plan aspect ratio 1:2, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, post 1996, plan aspect ratio 1:2.","Flexible steel diaphragm, >1996, AR 1:2.",structural,HBRG,False,1,21,NA,10,0,1 -B1031.001,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,Bolted shear tab gravity connections,Bolted shear tab gravity connections,structural,Greg Deierlein,True,1,0,NA,9,0,1 -B1031.011a,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Steel Column Base Plates, Column W < 150 plf",Steel Column Base Plates,structural,Greg Deierlein,True,1,0,NA,5,6,2 -B1031.011b,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Steel Column Base Plates, Column 150 plf < W < 300 plf",Steel Column Base Plates,structural,Greg Deierlein,True,1,0,NA,5,6,2 -B1031.011c,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Steel Column Base Plates, Column W > 300 plf",Steel Column Base Plates,structural,Greg Deierlein,True,1,0,NA,5,6,2 -B1031.021a,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Welded column splices, Column W < 150 plf",Welded column splices,structural,Greg Deierlein,True,1,0,NA,5,6,3 -B1031.021b,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Welded column splices, Column 150 plf < W < 300 plf",Welded column splices,structural,Greg Deierlein,True,1,0,NA,5,6,3 -B1031.021c,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Welded column splices, Column W > 300 plf",Welded column splices,structural,Greg Deierlein,True,1,0,NA,5,6,3 -B1033.001a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, Chevron Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.001b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, Chevron Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.001c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, Chevron Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.002a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, Single Diagonal Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.002b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, Single Diagonal Brace, 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.002c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, Single Diagonal Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.003a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, X Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.003b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, X Brace, 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.003c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, X Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.011a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, Chevron Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.011b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, Chevron Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.011c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, Chevron Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.012a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, Single Diagonal Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.012b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.012c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, Single Diagonal Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.013a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, X Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.013b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, X Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.013c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, X Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.021a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Chevron Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.021b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Chevron Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.021c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Chevron Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.022a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard Single Diagonal Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.022b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.022c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Single Diagonal Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.023a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, X Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.023b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, X Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.023c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, X Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.031a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, Chevron Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.031b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, Chevron Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.031c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, Chevron Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.032a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, Single Diagonal Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.032b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.032c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, Single Diagonal Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.033a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, X Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.033b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, X Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.033c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, X Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.041a,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, Chevron Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.041b,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, Chevron Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.041c,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, Chevron Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.042a,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, Single Diagonal Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.042b,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.042c,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, Single Diagonal Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.043a,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, X Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.043b,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, X Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.043c,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, X Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.051a,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, Chevron Brace, Brace w < 40 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.051b,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, Chevron Brace, Brace w, 41 PLF < w < 99 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.051c,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, Chevron Brace, Brace w > 100 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.052a,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, Single Diagonal Brace, Brace w < 40 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.052b,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, Single Diagonal Brace, Brace w, 41 PLF < w < 99 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.052c,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, Single Diagonal Brace, Brace w > 100 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.053a,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, X Brace, Brace w < 40 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.053b,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, X Brace, Brace w, 41 PLF < w < 99 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.053c,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, X Brace, Brace w > 100 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.061a,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Chevron Brace, Brace w < 40 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.061b,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Chevron Brace, Brace 41 PLF < w < 99 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.061c,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Chevron Brace, Brace w > 100 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.062a,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Single Diagonal Brace, Brace w < 40 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.062b,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.062c,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Single Diagonal Brace, Brace w > 100 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.063a,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace w < 40 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.063b,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace 41 PLF < w < 99 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.063c,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace w > 100 PLF",Ordinary Concentric Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.071a,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, Chevron Brace, Brace w < 40 PLF",Non-Seismic Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.071b,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, Chevron Brace, 41 PLF < w < 99 PLF",Non-Seismic Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.071c,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, Chevron Brace, Brace w > 100 PLF",Non-Seismic Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.072a,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, Single Diagonal Brace, Brace w < 40 PLF",Non-Seismic Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.072b,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, Single Diagonal Brace, 41 PLF < w < 99 PLF",Non-Seismic Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.072c,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, Single Diagonal Brace, Brace w > 100 PLF",Non-Seismic Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.073a,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, X Brace, Brace w < 40 PLF",Non-Seismic Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.073b,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, X Brace, Brace 41 PLF < w < 99 PLF",Non-Seismic Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.073c,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, X Brace, Brace w > 100 PLF",Non-Seismic Brace,structural,Not Given,True,1,0,NA,5,0,1 -B1033.101a,None,1,each,"Steel Buckling Restrained Brace (BRB), Chevron Brace, Weight of brace < 40 plf.",Steel Buckling Restrained Brace,structural,John Wallace,True,1,0,NA,5,0,1 -B1033.101b,None,1,each,"Steel Buckling Restrained Brace (BRB), Chevron brace, Weight of brace > 41 plf and < 99 plf.",Steel Buckling Restrained Brace,structural,John Wallace,True,1,0,NA,5,0,1 -B1033.101c,None,1,each,"Steel Buckling Restrained Brace (BRB), Chevron Brace, Weight of brace > 100 plf.",Steel Buckling Restrained Brace,structural,John Wallace,True,1,0,NA,5,0,1 -B1033.111a,None,1,each,"Steel Buckling Restrained Brace (BRB), Single Diagonal Brace, Weight of brace < 40 plf.",Steel Buckling Restrained Brace,structural,John Wallace,True,1,0,NA,5,0,1 -B1033.111b,None,1,each,"Steel Buckling Restrained Brace (BRB), Single Diagonal brace, Weight of brace > 41 plf and < 99 plf.",Steel Buckling Restrained Brace,structural,John Wallace,True,1,0,NA,5,0,1 -B1033.111c,None,1,each,"Steel Buckling Restrained Brace (BRB), Single Diagonal Brace, Weight of brace > 100 plf.",Steel Buckling Restrained Brace,structural,John Wallace,True,1,0,NA,5,0,1 -B1033.211a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.211b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.211c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.211d,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.212a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.212b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.212c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.212d,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.213a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.213b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.213c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.213d,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.214a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.214b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.214c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.214d,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.215a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.215b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.215c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.215d,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.216a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.216b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.216c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.216d,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.221a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.221b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.221c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.221d,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.222a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.222b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.222c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.222d,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.223a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.223b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.223c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.223d,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.224a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.224b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.224c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.224d,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.225a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.225b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.225c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.225d,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.226a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.226b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.226c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.226d,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.231a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.231b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.231c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.232a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.232b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.232c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.233a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.233b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.233c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 20ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 20ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 20ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.234a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.234b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.234c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.235a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.235b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.235c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.236a,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.236b,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.236c,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Diagonal Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.251a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.251b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.251c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.251d,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.252a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.252b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.252c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.252d,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.253a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.253b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.253c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.253d,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.254a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.254b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.254c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.254d,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.255a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.255b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.255c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.255d,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.256a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.256b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.256c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.256d,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Bolted Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.261a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.261b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.261c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.261d,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.262a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.262b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.262c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.262d,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.263a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.263b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.263c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.263d,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.264a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.264b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.264c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.264d,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 20ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.265a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.265b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.265c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.265d,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 16ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.266a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.266b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.266c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.266d,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Pinned Connection, Steel Core Area = 30in^2, Story Height = 14ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.271a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.271b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.271c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.272a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.272b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.272c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.273a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.273b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.273c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 30ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.274a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 20ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.274b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 20ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.274c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 20ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.275a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 16ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.275b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 16ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.275c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 16ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.276a,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 5in^2, Story Height = 14ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.276b,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 10in^2, Story Height = 14ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1033.276c,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 40ft.",1,bay,"CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 40ft.","CoreBrace Buckling Restrained Brace (BRB), Chevron Brace, Welded Connection, Steel Core Area = 20in^2, Story Height = 14ft, Bay Width = 40ft.",structural,HBRG,False,1,0,NA,5,0,1 -B1035.001,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge RBS connection with welded web, beam one side of column only, beam depth <= W27",Welded Steel Moment Connection,structural,Greg Deierlein,True,1,0,NA,6,0,1 -B1035.002,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge RBS connection with welded web, beam one side of column only, beam depth >= W30",Welded Steel Moment Connection,structural,Greg Deierlein,True,1,0,NA,6,0,1 -B1035.011,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge RBS connection with welded web, beams both sides of column, beam depth <= W27",Welded Steel Moment Connection,structural,Greg Deierlein,True,1,0,NA,6,0,1 -B1035.012,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge RBS connection with welded web, beams both sides of column, beam depth >= W30",Welded Steel Moment Connection,structural,Greg Deierlein,True,1,0,NA,6,0,1 -B1035.021,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge welded steel moment connection other than RBS, beam one side, beam depth <= W27",Welded Steel Moment Connection,structural,Greg Deierlein,True,1,0,NA,6,0,1 -B1035.022,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge welded steel moment connection other than RBS, beam one side, beam depth >= W30",Welded Steel Moment Connection,structural,Greg Deierlein,True,1,0,NA,6,0,1 -B1035.031,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge welded steel moment connection other than RBS, beams both sides, beam depth <= W27",Welded Steel Moment Connection,structural,Greg Deierlein,True,1,0,NA,6,0,1 -B1035.032,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge welded steel moment connection other than RBS, beams both sides, beam depth >= W30",Welded Steel Moment Connection,structural,Greg Deierlein,True,1,0,NA,6,0,1 -B1035.041,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Pre-Northridge WUF-B beam-column joint, beam one side of column, beam depth <= W27",Welded Steel Moment Connection,structural,Greg Deierlein,True,1,0,NA,6,0,1 -B1035.042,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Pre-Northridge WUF-B beam-column joint, beam one side of column, beam depth >= W30",Welded Steel Moment Connection,structural,Greg Deierlein,True,1,0,NA,6,0,1 -B1035.051,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Pre-Northridge WUF-B beam-column joint, beam both sides of column, beam depth <= W27",Welded Steel Moment Connection,structural,Greg Deierlein,True,1,0,NA,6,0,1 -B1035.052,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Pre-Northridge WUF-B beam-column joint, beam both sides of column, beam depth >= W30",Welded Steel Moment Connection,structural,Greg Deierlein,True,1,0,NA,6,0,1 -B1035.061a,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"EBF Shear Link, no floor beams, link w < 100 PLF",EBF Shear Link,structural,Not Given,True,1,0,NA,5,0,1 -B1035.061b,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"EBF Shear Link, no floor beams, link w < 200 PLF",EBF Shear Link,structural,Not Given,True,1,0,NA,5,0,1 -B1035.062a,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"EBF Shear Link, with floor beams, link w < 100 PLF",EBF Shear Link,structural,Not Given,True,1,0,NA,5,0,1 -B1035.062b,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"EBF Shear Link, with floor beams, link w < 200 PLF",EBF Shear Link,structural,Not Given,True,1,0,NA,5,0,1 -B1035.111,Simpson Strong-Tie Yield-Link connection for steel SMF - Beam one side of column only,1,each,Simpson Strong-Tie Yield-Link connection for steel SMF - Beam one side of column only,Simpson Strong-Tie Yield-Link - Beam one side of column only,structural,HBRG,False,1,0,NA,6,0,1 -B1035.112,Simpson Strong-Tie Yield-Link connection for steel SMF - Beam both sides of column,1,each,Simpson Strong-Tie Yield-Link connection for steel SMF - Beam both sides of column,Simpson Strong-Tie Yield-Link - Beam both sides of column,structural,HBRG,False,1,0,NA,6,0,1 -B1035.113,"Simpson Strong-Tie Yield-Link connection for steel SMF - High capacity, Beam one side of column only",1,each,"Simpson Strong-Tie Yield-Link connection for steel SMF - High capacity, Beam one side of column only","Simpson Strong-Tie Yield-Link - High capacity, Beam one side of column only",structural,HBRG,False,1,0,NA,6,0,1 -B1035.114,"Simpson Strong-Tie Yield-Link connection for steel SMF - High capacity, Beam both sides of column",1,each,"Simpson Strong-Tie Yield-Link connection for steel SMF - High capacity, Beam both sides of column","Simpson Strong-Tie Yield-Link - High capacity, Beam both sides of column",structural,HBRG,False,1,0,NA,6,0,1 -B1035.201,"SidePlate connection, bolted, beam one side of column only, beam depth <= W27",1,each,"SidePlate connection, bolted, beam one side of column only, beam depth <= W27","SidePlate connection, bolted, beam one side of column only, beam depth <= W28",structural,HBRG,False,1,0,NA,6,0,1 -B1035.202,"SidePlate connection, bolted, beam one side of column only, beam depth >= W30",1,each,"SidePlate connection, bolted, beam one side of column only, beam depth >= W30","SidePlate connection, bolted, beam one side of column only, beam depth >= W30",structural,HBRG,False,1,0,NA,6,0,1 -B1035.211,"SidePlate connection, bolted,beams both sides of column, beam depth <= W27",1,each,"SidePlate connection, bolted,beams both sides of column, beam depth <= W27","SidePlate connection, bolted,beams both sides of column, beam depth <= W27",structural,HBRG,False,1,0,NA,6,0,1 -B1035.212,"SidePlate connection, bolted, beams both sides of column, beam depth >= W30",1,each,"SidePlate connection, bolted, beams both sides of column, beam depth >= W30","SidePlate connection, bolted, beams both sides of column, beam depth >= W30",structural,HBRG,False,1,0,NA,6,0,1 -B1035.301a,"DuraFuse IMF/SMF Connection - beam on one-side of column, beam depth <=W27, without residual drift",1,each,"DuraFuse IMF/SMF Connection - beam on one-side of column, beam depth <=W27, without residual drift","DuraFuse IMF/SMF Connection - beam on one-side of column, beam depth <=W27, without residual drift",structural,HBRG,False,1,0,NA,6,0,1 -B1035.301b,"DuraFuse IMF/SMF Connection - beam on one-side of column, beam depth <=W27, with residal drift",1,each,"DuraFuse IMF/SMF Connection - beam on one-side of column, beam depth <=W27","DuraFuse IMF/SMF Connection - beam on one-side of column, beam depth <=W27, with residal drift",structural,HBRG,False,1,0,NA,6,0,1 -B1035.302a,"DuraFuse IMF/SMF Connection - beam on one-side of column, beam depth >=W30, without residual drift",1,each,"DuraFuse IMF/SMF Connection - beam on one-side of column, beam depth >=W30, without residual drift","DuraFuse IMF/SMF Connection - beam on one-side of column, beam depth >=W30, without residual drift",structural,HBRG,False,1,0,NA,6,0,1 -B1035.302b,"DuraFuse IMF/SMF Connection - beam on one-side of column, beam depth >=W30, with residal drift",1,each,"DuraFuse IMF/SMF Connection - beam on one-side of column, beam depth >=W30","DuraFuse IMF/SMF Connection - beam on one-side of column, beam depth >=W30, with residal drift",structural,HBRG,False,1,0,NA,6,0,1 -B1035.311a,"DuraFuse IMF/SMF Connection - beam on both sides of column, beam depth <=W27, without residual drift",1,each,"DuraFuse IMF/SMF Connection - beam on both sides of column, beam depth <=W27, without residual drift","DuraFuse IMF/SMF Connection - beam on both sides of column, beam depth <=W27, without residual drift",structural,HBRG,False,1,0,NA,6,0,1 -B1035.311b,"DuraFuse IMF/SMF Connection - beam on both sides of column, beam depth <=W27, with residal drift",1,each,"DuraFuse IMF/SMF Connection - beam on both sides of column, beam depth <=W27","DuraFuse IMF/SMF Connection - beam on both sides of column, beam depth <=W27, with residal drift",structural,HBRG,False,1,0,NA,6,0,1 -B1035.312a,"DuraFuse IMF/SMF Connection - beam on both sides of column, beam depth >=W30, without residual drift",1,each,"DuraFuse IMF/SMF Connection - beam on both sides of column, beam depth >=W30, without residual drift","DuraFuse IMF/SMF Connection - beam on both sides of column, beam depth >=W30, without residual drift",structural,HBRG,False,1,0,NA,6,0,1 -B1035.312b,"DuraFuse IMF/SMF Connection - beam on both sides of column, beam depth >=W30, with residal drift",1,each,"DuraFuse IMF/SMF Connection - beam on both sides of column, beam depth >=W30","DuraFuse IMF/SMF Connection - beam on both sides of column, beam depth >=W30, with residal drift",structural,HBRG,False,1,0,NA,6,0,1 -B1035.900,BRBF Gusset - accounts for two corner gussets within a frame bay. Consequences are roughly based on replacement of a fractured CBF and gusset (e.g. B1033.001b) approx 0.25x the cost and 0.5x the time. All dispersions assumed to be 0.5.,1,each,BRBF Gusset,BRBF Gusset,structural,HBRG,False,1,0,NA,5,0,2 -B1041.001a,"ACI318 Concrete SMF, ductile response. Meets the requirements of ACI318 SMF. Costing is on a per joint basis.",1,each,"ACI 318 SMF , Conc Col & Bm = 24"" x 24"", Beam one side","SMF , Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.001b,"ACI318 Concrete SMF, ductile response. Meets the requirements of ACI318 SMF. Costing is on a per joint basis.",1,each,"ACI 318 SMF , Conc Col & Bm = 24"" x 24"", Beam both sides","SMF , Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.002a,"ACI318 Concrete SMF, ductile response. Meets the requirements of ACI318 SMF. Costing is on a per joint basis.",1,each,"ACI 318 SMF , Conc Col & Bm = 24"" x 36"", Beam one side","SMF , Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.002b,"ACI318 Concrete SMF, ductile response. Meets the requirements of ACI318 SMF. Costing is on a per joint basis.",1,each,"ACI 318 SMF , Conc Col & Bm = 24"" x 36"", Beam both sides","SMF , Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.003a,"ACI318 Concrete SMF, ductile response. Meets the requirements of ACI318 SMF. Costing is on a per joint basis.",1,each,"ACI 318 SMF , Conc Col & Bm = 36"" x 36"", Beam one side","SMF , Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.003b,"ACI318 Concrete SMF, ductile response. Meets the requirements of ACI318 SMF. Costing is on a per joint basis.",1,each,"ACI 318 SMF , Conc Col & Bm = 36"" x 36"", Beam both sides","SMF , Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.011a,"Non-conforming SMF, joint shear damage, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2. Costing is on a per joint basis.",1,each,"MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24"" x 24"", Beam one side","SMF , Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.011b,"Non-conforming SMF, joint shear damage, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2. Costing is on a per joint basis.",1,each,"MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24"" x 24"", Beam both sides","SMF , Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.012a,"Non-conforming SMF, joint shear damage, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2. Costing is on a per joint basis.",1,each,"MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24"" x 36"", Beam one side","SMF , Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.012b,"Non-conforming SMF, joint shear damage, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2. Costing is on a per joint basis.",1,each,"MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24"" x 36"", Beam both sides","SMF , Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.013a,"Non-conforming SMF, joint shear damage, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2. Costing is on a per joint basis.",1,each,"MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 36"" x 36"", Beam one side","SMF , Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.013b,"Non-conforming SMF, joint shear damage, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2. Costing is on a per joint basis.",1,each,"MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 36"" x 36"", Beam both sides","SMF , Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.021a,"ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response. Meets the following requirements: (1) Column Pu < 0.3Agf'c Costing is on a per joint basis.",1,each,"ACI 318 IMF, Conc Col & Bm = 24"" x 24"", Beam one side","IMF, Conc Col & Bm",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.021b,"ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response. Meets the following requirements: (1) Column Pu < 0.3Agf'c Costing is on a per joint basis.",1,each,"ACI 318 IMF, Conc Col & Bm = 24"" x 24"", Beam both sides","IMF, Conc Col & Bm",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.022a,"ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response. Meets the following requirements: (1) Column Pu < 0.3Agf'c Costing is on a per joint basis.",1,each,"ACI 318 IMF, Conc Col & Bm = 24"" x 36"", Beam one side","IMF, Conc Col & Bm",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.022b,"ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response. Meets the following requirements: (1) Column Pu < 0.3Agf'c Costing is on a per joint basis.",1,each,"ACI 318 IMF, Conc Col & Bm = 24"" x 36"", Beam both sides","IMF, Conc Col & Bm",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.023a,"ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response. Meets the following requirements: (1) Column Pu < 0.3Agf'c Costing is on a per joint basis.",1,each,"ACI 318 IMF, Conc Col & Bm = 36"" x 36"", Beam one side","IMF, Conc Col & Bm",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.023b,"ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response. Meets the following requirements: (1) Column Pu < 0.3Agf'c Costing is on a per joint basis.",1,each,"ACI 318 IMF, Conc Col & Bm = 36"" x 36"", Beam both sides","IMF, Conc Col & Bm",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.031a,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 24"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.031b,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 24"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.032a,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.032b,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.033a,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 36"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.033b,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 36"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.041a,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24"" x 24"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.041b,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24"" x 24"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.042a,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.042b,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.043a,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 36"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.043b,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 36"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.051a,"ACI318 OMF, beam flexure-shear or shear failure, beam flexural response. Meets the following requirements: (1) Beam Vn < Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24"" x 24"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.051b,"ACI318 OMF, beam flexure-shear or shear failure, beam flexural response. Meets the following requirements: (1) Beam Vn < Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24"" x 24"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.052a,"ACI318 OMF, beam flexure-shear or shear failure, beam flexural response. Meets the following requirements: (1) Beam Vn < Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.052b,"ACI318 OMF, beam flexure-shear or shear failure, beam flexural response. Meets the following requirements: (1) Beam Vn < Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.053a,"ACI318 OMF, beam flexure-shear or shear failure, beam flexural response. Meets the following requirements: (1) Beam Vn < Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 36"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.053b,"ACI318 OMF, beam flexure-shear or shear failure, beam flexural response. Meets the following requirements: (1) Beam Vn < Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 36"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.061a,"ACI318 OMF, column shear or flexural-shear failure, column flexural response. Meets the following requirements: (1) Column Pu < 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak columns, Conc Col & Bm = 24"" x 24"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.061b,"ACI318 OMF, column shear or flexural-shear failure, column flexural response. Meets the following requirements: (1) Column Pu < 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak columns, Conc Col & Bm = 24"" x 24"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.062a,"ACI318 OMF, column shear or flexural-shear failure, column flexural response. Meets the following requirements: (1) Column Pu < 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak columns, Conc Col & Bm = 24"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.062b,"ACI318 OMF, column shear or flexural-shear failure, column flexural response. Meets the following requirements: (1) Column Pu < 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak columns, Conc Col & Bm = 24"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.063a,"ACI318 OMF, column shear or flexural-shear failure, column flexural response. Meets the following requirements: (1) Column Pu < 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak columns, Conc Col & Bm = 36"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.063b,"ACI318 OMF, column shear or flexural-shear failure, column flexural response. Meets the following requirements: (1) Column Pu < 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak columns, Conc Col & Bm = 36"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.071a,"ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load. Column flexural-shear response. Meets the following requirements: (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24"" x 24"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.071b,"ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load. Column flexural-shear response. Meets the following requirements: (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24"" x 24"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.072a,"ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load. Column flexural-shear response. Meets the following requirements: (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.072b,"ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load. Column flexural-shear response. Meets the following requirements: (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.073a,"ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load. Column flexural-shear response. Meets the following requirements: (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 36"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.073b,"ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load. Column flexural-shear response. Meets the following requirements: (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 36"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.081a,"Non-Conforming MF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) HIGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 24"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.081b,"Non-Conforming MF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) HIGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 24"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.082a,"Non-Conforming MF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) HIGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.082b,"Non-Conforming MF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) HIGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.083a,"Non-Conforming MF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) HIGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 36"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.083b,"Non-Conforming MF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) HIGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 36"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.091a,"Non-Conforming MF, joint shear failure, column flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24"" x 24"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.091b,"Non-Conforming MF, joint shear failure, column flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24"" x 24"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.092a,"Non-Conforming MF, joint shear failure, column flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.092b,"Non-Conforming MF, joint shear failure, column flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.093a,"Non-Conforming MF, joint shear failure, column flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 36"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.093b,"Non-Conforming MF, joint shear failure, column flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 36"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.101a,"Non-Conforming MF, beam shear failure, beam flexural response. Meets the following requirements: (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing. Costing is on a per joint basis.",1,each,"Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24"" x 24"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.101b,"Non-Conforming MF, beam shear failure, beam flexural response. Meets the following requirements: (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing. Costing is on a per joint basis.",1,each,"Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24"" x 24"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.102a,"Non-Conforming MF, beam shear failure, beam flexural response. Meets the following requirements: (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing. Costing is on a per joint basis.",1,each,"Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.102b,"Non-Conforming MF, beam shear failure, beam flexural response. Meets the following requirements: (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing. Costing is on a per joint basis.",1,each,"Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.103a,"Non-Conforming MF, beam shear failure, beam flexural response. Meets the following requirements: (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing. Costing is on a per joint basis.",1,each,"Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 36"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.103b,"Non-Conforming MF, beam shear failure, beam flexural response. Meets the following requirements: (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing. Costing is on a per joint basis.",1,each,"Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 36"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.111a,"Non-Conforming MF, column flexure-shear or shear failure, column flexural response. Meets the following requirements: (1) [TBD] Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns, Conc Col & Bm = 24"" x 24"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.111b,"Non-Conforming MF, column flexure-shear or shear failure, column flexural response. Meets the following requirements: (1) [TBD] Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns, Conc Col & Bm = 24"" x 24"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.112a,"Non-Conforming MF, column flexure-shear or shear failure, column flexural response. Meets the following requirements: (1) [TBD] Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns, Conc Col & Bm = 24"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.112b,"Non-Conforming MF, column flexure-shear or shear failure, column flexural response. Meets the following requirements: (1) [TBD] Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns, Conc Col & Bm = 24"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.113a,"Non-Conforming MF, column flexure-shear or shear failure, column flexural response. Meets the following requirements: (1) [TBD] Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns, Conc Col & Bm = 36"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.113b,"Non-Conforming MF, column flexure-shear or shear failure, column flexural response. Meets the following requirements: (1) [TBD] Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns, Conc Col & Bm = 36"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.121a,"Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response. Meets the following requirements: (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24"" x 24"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.121b,"Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response. Meets the following requirements: (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24"" x 24"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.122a,"Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response. Meets the following requirements: (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.122b,"Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response. Meets the following requirements: (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.123a,"Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response. Meets the following requirements: (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 36"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.123b,"Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response. Meets the following requirements: (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 36"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.131a,"Non-Conforming MF, non-ductile failure, non-ductile response. May exhibit the following: (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii. Costing is on a per joint basis.",1,each,"Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24"" x 24"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.131b,"Non-Conforming MF, non-ductile failure, non-ductile response. May exhibit the following: (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii. Costing is on a per joint basis.",1,each,"Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24"" x 24"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.132a,"Non-Conforming MF, non-ductile failure, non-ductile response. May exhibit the following: (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii. Costing is on a per joint basis.",1,each,"Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.132b,"Non-Conforming MF, non-ductile failure, non-ductile response. May exhibit the following: (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii. Costing is on a per joint basis.",1,each,"Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.133a,"Non-Conforming MF, non-ductile failure, non-ductile response. May exhibit the following: (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii. Costing is on a per joint basis.",1,each,"Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 36"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1041.133b,"Non-Conforming MF, non-ductile failure, non-ductile response. May exhibit the following: (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii. Costing is on a per joint basis.",1,each,"Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 36"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,True,1,0,NA,7,0,1 -B1042.001a,None,1,each,"Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam < 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,True,1,0,NA,1,0,2 -B1042.001b,None,1,each,"Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam < 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,True,1,0,NA,1,0,2 -B1042.002a,None,1,each,"Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam < 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,True,1,0,NA,1,0,2 -B1042.002b,None,1,each,"Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam < 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,True,1,0,NA,1,0,2 -B1042.011a,None,1,each,"Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam > 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,True,1,0,NA,1,0,2 -B1042.011b,None,1,each,"Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam > 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,True,1,0,NA,1,0,2 -B1042.012a,None,1,each,"Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam > 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,True,1,0,NA,1,0,2 -B1042.012b,None,1,each,"Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam > 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,True,1,0,NA,1,0,2 -B1042.021a,None,1,each,"Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam > 24"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,True,1,0,NA,1,0,2 -B1042.021b,None,1,each,"Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam > 24"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,True,1,0,NA,1,0,2 -B1042.022a,None,1,each,"Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam > 24"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,True,1,0,NA,1,0,2 -B1042.022b,None,1,each,"Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam > 24"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,True,1,0,NA,1,0,2 -B1044.001,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Rectangular low aspect ratio concrete walls 8"" or less thick single curtain up to 15' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.002,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Rectangular low aspect ratio concrete walls 8"" or less thick single curtain 16' high to 24' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.003,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Rectangular low aspect ratio concrete walls 8"" or less thick single curtain 25' high to 40' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.004,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 8"" or less thick single curtain up to 15' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.005,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 8"" or less thick single curtain 16' high to 24' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.006,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 8"" or less thick single curtain 25' high to 40' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.011,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Rectangular low aspect ratio concrete walls 8""-16"" double curtain; with heights of up to 15'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.012,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Rectangular low aspect ratio concrete walls 8""-16"" double curtain; with heights of 16' to 24'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.013,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Rectangular low aspect ratio concrete walls 8""-16"" double curtain; with heights of 24' to 40'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.014,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 8""-16"" double curtain; with heights of up to 15'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.015,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 8""-16"" double curtain; with heights of 16' to 24'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.016,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 8""-16"" double curtain; with heights of 24' to 40'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.021,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Rectangular low aspect ratio concrete walls 18""-24"" thick with double curtain and heights up to 15'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.022,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Rectangular low aspect ratio concrete walls 18""-24"" thick with double curtain and heights 16' - 24'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.023,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Rectangular low aspect ratio concrete walls 18""-24"" thick with double curtain and heights 25' - 40'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.024,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 18""-24"" thick with double curtain and heights up to 15'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.025,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 18""-24"" thick with double curtain and heights 16' - 24'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.026,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 18""-24"" thick with double curtain and heights 25' - 40'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.031,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Low-rise reinforced concrete walls with return flanges, less than 8"" thick up to 15' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.032,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Low-rise reinforced concrete walls with return flanges, less than 8"" thick, 16' to 24' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.033,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Low-rise reinforced concrete walls with return flanges, less than 8"" thick, 25' to 40' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.034,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, less than 8"" thick up to 15' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.035,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, less than 8"" thick, 16' to 24' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.036,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, less than 8"" thick, 25' to 40' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.041,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Low-rise reinforced concrete walls with return flanges, 8"" to 16"" thick up to 15' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.042,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Low-rise reinforced concrete walls with return flanges, 8"" to 16"" thick, 16' to 24' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.043,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Low-rise reinforced concrete walls with return flanges, 8"" to 16"" thick, 25' to 40' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.044,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, 8"" to 16"" thick up to 15' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.045,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, 8"" to 16"" thick, 16' to 24' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.046,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, 8"" to 16"" thick, 25' to 40' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.051,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Low-rise reinforced concrete walls with return flanges, 17"" to 24"" thick"" up to 15' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.052,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Low-rise reinforced concrete walls with return flanges, 17"" to 24"" thick, 16' to 24' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.053,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Low-rise reinforced concrete walls with return flanges, 17"" to 24"" thick, 25' to 40' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.054,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, 17"" to 24"" thick"" up to 15' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.055,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, 17"" to 24"" thick, 16' to 24' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.056,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, 17"" to 24"" thick, 25' to 40' high",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.061,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Low rise reinforced concrete walls with boundary columns, less than 8"" thick, height <15'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.062,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Low rise reinforced concrete walls with boundary columns, less than 8"" thick, height between 16'-24'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.063,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Low rise reinforced concrete walls with boundary columns, less than 8"" thick, height between 24'-40'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.064,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, less than 8"" thick, height <15'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.065,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, less than 8"" thick, height between 16'-24'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.066,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, less than 8"" thick, height between 24'-40'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.071,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Low rise reinforced concrete walls with boundary columns, 8"" to 16"" thick, height <15'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.072,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Low rise reinforced concrete walls with boundary columns, 8"" to 16"" thick, height between 16'-24'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.073,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Low rise reinforced concrete walls with boundary columns, 8"" to 16"" thick, height between 24'-40'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.074,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, 8"" to 16"" thick, height <15'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.075,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, 8"" to 16"" thick, height between 16'-24'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.076,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, 8"" to 16"" thick, height between 24'-40'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.081,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Low rise reinforced concrete walls with boundary columns, 17""-24"" thick, height <15'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.082,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Low rise reinforced concrete walls with boundary columns, 17""-24"" thick, height between 16'-24'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.083,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Low rise reinforced concrete walls with boundary columns, 17""-24"" thick, height between 24'-40'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.084,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, 17""-24"" thick, height <15'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.085,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, 17""-24"" thick, height between 16'-24'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.086,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, 17""-24"" thick, height between 24'-40'",RC Shear Wall,structural,Andrew Whittaker,True,1,0,NA,1,0,1 -B1044.091,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 12"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.092,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 12"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.093,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 12"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.094,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 12"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.095,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 12"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.096,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 12"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.101,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 18"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.102,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 18"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.103,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 18"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.104,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 18"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.105,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 18"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.106,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 18"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.111,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 30"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.112,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 30"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.113,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 30"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.114,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 30"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.115,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 30"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.116,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 30"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,True,1,0,NA,1,0,1 -B1044.201a,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, pre 1976, 24 ft. to roof, 20 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.201b,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, pre 1976, 27 ft. to roof, 20 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.202a,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, pre 1976, 24 ft. to roof, 25 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.202b,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, pre 1976, 27 ft. to roof, 25 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.203a,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, pre 1976, 24 ft. to roof, 30 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.203b,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, pre 1976, 27 ft. to roof, 30 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.211a,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, 1976 through 1996, 24 ft. to roof, 20 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.211b,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, 1976 through 1996, 27 ft. to roof, 20 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.211c,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 30 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 30 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, 1976 through 1996, 30 ft. to roof, 20 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.212a,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, 1976 through 1996, 24 ft. to roof, 25 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.212b,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, 1976 through 1996, 27 ft. to roof, 25 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.212c,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 30 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 30 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, 1976 through 1996, 30 ft. to roof, 25 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.213a,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, 1976 through 1996, 24 ft. to roof, 30 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.213b,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, 1976 through 1996, 27 ft. to roof, 30 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.213c,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 30 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 30 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, 1976 through 1996, 30 ft. to roof, 30 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.221a,"Precast tilt-up panel, post 1996, 9.25 in. thick, 24 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 24 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, post 1996, 24 ft. to roof, 20 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.221b,"Precast tilt-up panel, post 1996, 9.25 in. thick, 27 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 27 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, post 1996, 27 ft. to roof, 20 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.221c,"Precast tilt-up panel, post 1996, 9.25 in. thick, 30 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 30 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, post 1996, 30 ft. to roof, 20 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.222a,"Precast tilt-up panel, post 1996, 9.25 in. thick, 24 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 24 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, post 1996, 24 ft. to roof, 25 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.222b,"Precast tilt-up panel, post 1996, 9.25 in. thick, 27 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 27 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, post 1996, 27 ft. to roof, 25 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.222c,"Precast tilt-up panel, post 1996, 9.25 in. thick, 30 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 30 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, post 1996, 30 ft. to roof, 25 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.223a,"Precast tilt-up panel, post 1996, 9.25 in. thick, 24 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 24 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, post 1996, 24 ft. to roof, 30 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.223b,"Precast tilt-up panel, post 1996, 9.25 in. thick, 27 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 27 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, post 1996, 27 ft. to roof, 30 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1044.223c,"Precast tilt-up panel, post 1996, 9.25 in. thick, 30 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 30 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, post 1996, 30 ft. to roof , 30 ft. wide",structural,HBRG,False,1,0,NA,3,0,1 -B1049.001a,"Costing per joint, minimum of 6"" thick slab, maximum of 12"" thick slab.",1,each,"Reinforced concrete flat slabs- columns without shear reinforcing 0 2500, Vert support only",Suspended Ceiling,interior_finishes,Not Given,True,3,0,NA,0,0,0 -C3032.003a,"Costing for each 250 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",250,sf,"Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): A < 250, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,True,3,0,NA,0,0,0 -C3032.003b,"Costing for each 600 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",600,sf,"Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): 250 < A < 1000, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,True,3,0,NA,0,0,0 -C3032.003c,"Costing for each 1800 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",1800,sf,"Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): 1000 < A < 2500, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,True,3,0,NA,0,0,0 -C3032.003d,"Costing for each 2500 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",2500,sf,"Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): A > 2500, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,True,3,0,NA,0,0,0 -C3032.004a,"Costing for each 250 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",250,sf,"Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): A < 250, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,True,3,0,NA,0,0,0 -C3032.004b,"Costing for each 600 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",600,sf,"Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): 250 < A < 1000, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,True,3,0,NA,0,0,0 -C3032.004c,"Costing for each 1800 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",1800,sf,"Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): 1000 < A < 2500, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,True,3,0,NA,0,0,0 -C3032.004d,"Costing for each 2500 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",2500,sf,"Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): A > 2500, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,True,3,0,NA,0,0,0 -C3034.001,Horizontal light fixtures 4 to 16 ft long suspended 12 to 24 inches from ceiling. No seismic design or bracing. Hung from ceiling above by two or more rods or cables. ,1,each,Independent Pendant Lighting - non seismic,Independent Pendant Lighting,interior_finishes,Not Given,True,3,0,NA,0,0,0 -C3034.002,Horizontal light fixtures 4 to 16 ft long suspended 12 to 24 inches from ceiling. Hung from ceiling above by two or more rods or cables. Fixture and rods or cables are either designed for seismic movements or are laterally braced to prevent sway.,1,each,Independent Pendant Lighting - seismically rated,Independent Pendant Lighting,interior_finishes,Not Given,True,3,0,NA,0,0,0 -D1014.011,Costing per elevator. Elevator demand parameter shall be defined as the peak floor acceleration at the first floor. The elevator fragility for a multiple story building should only be entered once on the first floor.,1,each,"Traction Elevator - Applies to most California Installations 1976 or later, most western states installations 1982 or later and most other U.S installations 1998 or later.",Traction Elevator ,other,Not Given,True,5,12,building,0,0,0 -D1014.012,Costing per elevator. Elevator demand parameter shall be defined as the peak floor acceleration at the first floor. The elevator fragility for a multiple story building should only be entered once on the first floor.,1,each,"Traction Elevator - Applies to most California Installations prior to 1976, most western states installations prior to 1982 and most other U.S installations prior to 1998.",Traction Elevator ,other,Not Given,True,5,12,building,0,0,0 -D1014.021,Costing per elevator. Elevator demand parameter shall be defined as the peak floor acceleration at the first floor. The elevator fragility for a multiple story building should only be entered once on the first floor.,1,each,"Hydraulic Elevator - Applies to most California Installations 1976 or later, most western states installations postdating 1982 and most U.S installations postdating 1998.",Hydraulic Elevator ,other,Not Given,True,5,12,building,0,0,0 -D1014.022,Costing per elevator. Elevator demand parameter shall be defined as the peak floor acceleration at the first floor. The elevator fragility for a multiple story building should only be entered once on the first floor.,1,each,"Hydraulic Elevator - Applies to most California Installations prior to 1976, most western states installations prior to 1982 and most U.S installations prior to 1998.",Hydraulic Elevator ,other,Not Given,True,5,12,building,0,0,0 -D1014.031,"Costing per elevator. Traction elevator components in the machine room contain a controller, machine, motor generator, governor, and tail sheave. ",1,each,Traction Elevator Machine room components. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Machine room components. Seismic Zone 2,other,HBRG,False,5,13,building,0,0,0 -D1014.032,Costing per elevator. Cab and Counterweight components are changing in levels from ground to roof and have an equal probability of being on any floor.,1,each,Traction Elevator Cab and Counterweight Components. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Cab and Counterweight Components. Seismic Zone 2,other,HBRG,False,5,12,building,0,0,0 -D1014.033,"Costing per elevator. Guide rail is the only component that is continuous from ground to roof. This represents a set of guide rails per elevator system (typically 4 rails per elevator). Under normal circumstances, guide rails simply define the elevator paths that elevators ride along and are assumed to be spared from the loads and forces imposed on the elevator cars. ",1,each,Traction Elevator Guide Rails. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rails. Seismic Zone 2,other,HBRG,False,5,14,building,0,0,0 -D1014.034,Costing per elevator. Rail brackets attach guiderails to the hoistway walls and are typically located at each floor. A bracket is required at top or hoistway and an intermediate bracket may be required for excessive floor-to-floor heights,1,each,Traction Elevator Guide Rail Brackets. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rail Brackets. Seismic Zone 2,other,HBRG,False,5,14,building,0,0,0 -D1014.041,"Costing per elevator. Traction elevator components in the machine room contain a controller, machine, motor generator, governor, and tail sheave. ",1,each,Traction Elevator Machine room component anchorage. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Machine room component anchorage. Seismic Zone 3 or Greater ,other,HBRG,False,5,13,building,0,0,0 -D1014.042,Costing per elevator. Cab and Counterweight components are changing in levels from ground to roof and have an equal probability of being on any floor.,1,each,Traction Elevator Cab and Counterweight Components. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Cab and Counterweight Components. Seismic Zone 3 or Greater,other,HBRG,False,5,12,building,0,0,0 -D1014.043,"Costing per elevator. Guide rail is the only component that is continuous from ground to roof. This represents a set of guide rails per elevator system (typically 4 rails per elevator). Under normal circumstances, guide rails simply define the elevator paths that elevators ride along and are assumed to be spared from the loads and forces imposed on the elevator cars. ",1,each,Traction Elevator Guide Rails. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rails. Seismic Zone 3 or Greater,other,HBRG,False,5,14,building,0,0,0 -D1014.044,Costing per elevator. Rail brackets attach guiderails to the hoistway walls and are typically located at each floor. A bracket is required at top or hoistway and an intermediate bracket may be required for excessive floor-to-floor heights,1,each,Traction Elevator Guide Rail Brackets. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rail Brackets. Seismic Zone 3 or Greater,other,HBRG,False,5,14,building,0,0,0 -D1014.131,"Costing per elevator. Traction elevator components in the machine room contain a controller, machine, motor generator, governor, and tail sheave. ",1,each,(ATC-138 Beta) Traction Elevator Machine Room Components. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Machine room components. Seismic Zone 2,other,HBRG,False,5,13,building,0,0,0 -D1014.132,Costing per elevator. Counterweight components.,1,each,(ATC-138 Beta) Traction Elevator Counterweight Components. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Counterweight Components. Seismic Zone 2,other,HBRG,False,5,14,building,0,0,0 -D1014.133,"Costing per elevator. This represents a set of guide rails per elevator system (typically 4 rails per elevator). Under normal circumstances, guide rails simply define the elevator paths that elevators ride along and are assumed to be spared from the loads and forces imposed on the elevator cars. ",1,each,(ATC-138 Beta) Traction Elevator Guide Rails. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rails. Seismic Zone 2,other,HBRG,False,5,14,building,0,0,0 -D1014.134,Costing per elevator. Rail brackets attach guiderails to the hoistway walls and are typically located at each floor. A bracket is required at top or hoistway and an intermediate bracket may be required for excessive floor-to-floor heights,1,each,(ATC-138 Beta) Traction Elevator Guide Rail Brackets. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rail Brackets. Seismic Zone 2,other,HBRG,False,5,14,building,0,0,0 -D1014.141,"Costing per elevator. Traction elevator components in the machine room contain a controller, machine, motor generator, governor, and tail sheave. ",1,each,(ATC-138 Beta) Traction Elevator Machine Room Components. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Machine room components. Seismic Zone 3 or greater,other,HBRG,False,5,13,building,0,0,0 -D1014.142,Costing per elevator. Counterweight components.,1,each,(ATC-138 Beta) Traction Elevator Counterweight Components. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Counterweight Components. Seismic Zone 3 or greater,other,HBRG,False,5,14,building,0,0,0 -D1014.143,"Costing per elevator. This represents a set of guide rails per elevator system (typically 4 rails per elevator). Under normal circumstances, guide rails simply define the elevator paths that elevators ride along and are assumed to be spared from the loads and forces imposed on the elevator cars. ",1,each,(ATC-138 Beta) Traction Elevator Guide Rails. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rails. Seismic Zone 3 or greater,other,HBRG,False,5,14,building,0,0,0 -D1014.144,Costing per elevator. Rail brackets attach guiderails to the hoistway walls and are typically located at each floor. A bracket is required at top or hoistway and an intermediate bracket may be required for excessive floor-to-floor heights,1,each,(ATC-138 Beta) Traction Elevator Guide Rail Brackets. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rail Brackets. Seismic Zone 3 or greater,other,HBRG,False,5,14,building,0,0,0 -D1014.151,Costing per elevator. Elevator passenger cabin,1,each,(ATC-138 Beta) Traction Elevator Passenger Cabin,Traction Elevator Passenger Cabin,other,HBRG,False,5,12,building,0,0,0 -D2021.011a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.011b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.012a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.012b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.013a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.013b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.014a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.014b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.021a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC A or B, PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.022a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC C, PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.023a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.023b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, BRACING FRAGILITY",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.024a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.024b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), BRACING FRAGILITY",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.111a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2021.011a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.111b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY (based on D2021.011b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.111c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACED PIPING FRAGILITY (based on D2021.011a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.112a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, UNBRACED PIPING FRAGILITY (based on D2021.012a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.112b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY (based on D2021.012b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.112c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACED PIPING FRAGILITY (based on D2021.012a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.113a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2021.013a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.113b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY (based on D2021.013b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.113c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2021.013a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.114a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2021.014a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.114b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2021.014b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.114c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2021.014a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2021.121a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2021.021a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.121b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC A or B, BRACING FRAGILITY (based on D2021.023b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.121c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC A or B, BRACED PIPING FRAGILITY (based on D2021.021a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.122a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC C, UNBRACED PIPING FRAGILITY (based on D2021.022a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.122b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC C, BRACING FRAGILITY (based on D2021.023b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.122c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC C, BRACED PIPING FRAGILITY (based on D2021.022a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.123a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, UNBRACED PIPING FRAGILITY (based on D2021.023a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.123b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, BRACING FRAGILITY (based on D2021.023b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.123c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, BRACED PIPING FRAGILITY (based on D2021.023a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.124a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), UNBRACED PIPING FRAGILITY (based on D2021.024a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.124b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), BRACING FRAGILITY (based on D2021.024b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2021.124c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), BRACED PIPING FRAGILITY (based on D2021.024a)",Potable Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.011a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.011b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.012a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.012b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.013a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.013b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.014a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.014b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.021a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.022a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.023a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.023b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.024a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.024b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.111a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2022.011a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.111b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY (based on D2022.011b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.111c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACED PIPING FRAGILITY (based on D2022.011a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.112a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, UNBRACED PIPING FRAGILITY (based on D2022.012a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.112b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY (based on D2022.012b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.112c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACED PIPING FRAGILITY (based on D2022.012a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.113a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2022.013a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.113b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY (based on D2022.013b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.113c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2022.013a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.114a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2022.014a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.114b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2022.014b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.114c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2022.014a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,unit,0,0,0 -D2022.121a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2022.021a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.121b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACING FRAGILITY (based on D2022.023b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.121c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACED PIPING FRAGILITY (based on D2022.021a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.122a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, UNBRACED PIPING FRAGILITY (based on D2022.022a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.122b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, BRACING FRAGILITY (based on D2022.023b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.122c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, BRACED PIPING FRAGILITY (based on D2022.022a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.123a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2022.023a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.123b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY (based on D2022.023b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.123c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2022.023a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.124a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2022.024a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.124b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2022.024b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2022.124c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2022.024a)",Heating Water Piping,plumbing_hvac,Not Given,True,6,8,building,0,0,0 -D2031.011b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC A,B, BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.012b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC C, BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.013b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC D,E,F, BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.014b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC D,E,F (OSHPD or sim), BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.021a,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, PIPING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.021b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.022a,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, PIPING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.022b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.023a,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, PIPING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.023b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.024a,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), PIPING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.024b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.111b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) (RUGGED) Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC A,B",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.112b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) (RUGGED) Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC C",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.113b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) (RUGGED) Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC D,E,F",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.114b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) (RUGGED) Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC D,E,F (OSHPD or sim)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.121a,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, UNBRACED PIPING FRAGILITY (based on D2031.021a)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.121b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, BRACING FRAGILITY (based on D2031.021b)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.121c,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, BRACED PIPING FRAGILITY (based on D2031.021a/b)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.122a,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, UNBRACED PIPING FRAGILITY (based on D2031.022a)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.122b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, BRACING FRAGILITY (based on D2031.022b)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.122c,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, BRACED PIPING FRAGILITY (based on D2031.022a/b)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.123a,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, UNBRACED PIPING FRAGILITY (based on D2031.023a)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.123b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, BRACING FRAGILITY (based on D2031.023b)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.123c,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, BRACED PIPING FRAGILITY (based on D2031.023a/b)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.124a,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2031.024a)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.124b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), BRACING FRAGILITY (based on D2031.024b)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2031.124c,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2031.024a/b)",Sanitary Waste Piping,plumbing_hvac,Not Given,True,6,9,building,0,0,0 -D2051.011a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.011b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.012a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.012b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.013a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.013b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.014a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.014b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.021a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.021b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.022a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.022b,This is a copy of D2051.021b,1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.023a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.023b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.024a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.024b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.111a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2051.011a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.111b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY (based on D2051.011b)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.111c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACED PIPING FRAGILITY (based on D2051.011a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.112a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, UNBRACED PIPING FRAGILITY (based on D2051.012a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.112b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY (based on D2051.012b)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.112c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACED PIPING FRAGILITY (based on D2051.012a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.113a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2051.013a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.113b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY (based on D2051.013b)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.113c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2051.013a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.114a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2051.014a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.114b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2051.014b)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.114c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2051.014a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,unit,0,0,0 -D2051.121a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2051.021a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.121b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACING FRAGILITY (based on D2051.023b)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.121c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACED PIPING FRAGILITY (based on D2051.021a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.122a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, UNBRACED PIPING FRAGILITY (based on D2051.022a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.122b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, BRACING FRAGILITY (based on D2051.023b)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.122c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, BRACED PIPING FRAGILITY (based on D2051.022a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.123a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2051.023a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.123b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY (based on D2051.023b)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.123c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2051.023a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.124a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2051.024a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.124b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2051.024b)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2051.124c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2051.024a)",Chilled Water Piping,plumbing_hvac,Not Given,True,8,11,building,0,0,0 -D2061.011a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.011b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.012a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.012b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.013a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.013b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.014a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.014b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.021a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.022a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.023a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.023b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.024a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.024b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.111a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2061.011a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.111b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY (based on D2061.011b)",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.111c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACED PIPING FRAGILITY (based on D2061.011a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.112a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, UNBRACED PIPING FRAGILITY (based on D2061.012a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.112b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY (based on D2061.012b)",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.112c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACED PIPING FRAGILITY (based on D2061.012a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.113a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2061.013a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.113b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY (based on D2061.013b)",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.113c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2061.013a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.114a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2061.014a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.114b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2061.014b)",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.114c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2061.014a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,unit,0,0,0 -D2061.121a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2061.021a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.121b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY (based on D2061.023b)",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.121c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACED PIPING FRAGILITY (based on D2061.021a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.122a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, UNBRACED PIPING FRAGILITY (based on D2061.022a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.122b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY (based on D2061.023b)",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.122c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, BRACED PIPING FRAGILITY (based on D2061.022a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.123a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2061.023a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.123b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY (based on D2061.023b)",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.123c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2061.023a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.124a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2061.024a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.124b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2061.024b)",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D2061.124c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2061.024a)",Steam Piping,plumbing_hvac,Not Given,True,8,10,building,0,0,0 -D3031.011a,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.011b,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.011c,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.011d,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.012a,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.012b,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.012c,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.012d,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.012e,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.012f,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.012g,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.012h,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.012i,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.012j,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.012k,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.012l,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.013a,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.013b,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.013c,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.013d,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.013e,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.013f,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.013g,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.013h,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.013i,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.013j,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.013k,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.013l,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.014a,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3031.011a for original),Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.014b,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3031.011b for original),Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.014c,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3031.011c for original),Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.014d,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3031.011d for original),Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.021a,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.021b,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.021c,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.021d,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.022a,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.022b,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.022c,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.022d,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.022e,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.022f,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.022g,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.022h,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.022i,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.022j,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.022k,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.022l,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.023a,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.023b,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.023c,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.023d,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.023e,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.023f,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.023g,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.023h,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.023i,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.023j,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.023k,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.023l,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.111a,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Chiller - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.111b,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Chiller - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.111c,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Chiller - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.111d,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Chiller - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.112a,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.112b,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.112d,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.112e,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.112g,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.112h,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.112j,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.112k,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.113a,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.113b,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.113d,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.113e,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.113g,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.113h,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.113j,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.113k,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.121a,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Cooling Tower - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.121b,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Cooling Tower - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.121c,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Cooling Tower - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.121d,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Cooling Tower - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.122a,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.122b,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.122d,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.122e,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.122g,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.122h,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.122j,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.122k,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.123a,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.123b,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.123d,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.123e,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.123g,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.123h,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.123j,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.123k,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.213b,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Chiller - Capacity: < 100 Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.213e,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Chiller - Capacity: 100 to <350 Ton - Pre-qualifed equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.213h,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Chiller - Capacity: 350 to <750 Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.213k,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Chiller - Capacity: 750 to <1000 Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,True,8,15,building,0,0,0 -D3031.223b,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Cooling Tower - Capacity: < 100Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.223e,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Cooling Tower - Capacity: 100 to <350Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.223h,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Cooling Tower - Capacity: 350 to <750Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3031.223k,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Cooling Tower - Capacity: 750 to <1000Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,True,8,16,building,0,0,0 -D3032.011a,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.011b,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.011c,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.011d,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.012a,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.012b,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.012c,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.012d,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.012e,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.012f,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.012g,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.012h,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.012i,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.012j,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.012k,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.012l,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.013a,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.013b,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.013c,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.013d,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.013e,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.013f,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.013g,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.013h,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.013i,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.013j,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.013k,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.013l,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.014a,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3032.011a for original),Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.014b,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3032.011b for original),Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.014c,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3032.011c for original),Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.014d,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3032.011d for original),Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.111a,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.111b,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.111c,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.111d,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.112a,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.112b,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.112d,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.112e,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.112g,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.112h,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.112j,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.112k,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.113a,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.113b,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.113d,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.113e,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.113g,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.113h,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.113j,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.113k,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.213b,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small non medical air supply - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.213e,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large non medical air supply - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.213h,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small medical quality air supply - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3032.213k,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large medical quality air supply - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,True,8,17,unit,0,0,0 -D3041.001a,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC A or B",HVAC Fan,plumbing_hvac,Not Given,True,8,5,unit,0,0,0 -D3041.001b,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC C",HVAC Fan,plumbing_hvac,Not Given,True,8,5,unit,0,0,0 -D3041.001c,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC D, E, F",HVAC Fan,plumbing_hvac,Not Given,True,8,5,unit,0,0,0 -D3041.001d,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC D, E, F (OSHPD or sim)",HVAC Fan,plumbing_hvac,Not Given,True,8,5,unit,0,0,0 -D3041.002a,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC A or B",HVAC Fan,plumbing_hvac,Not Given,True,8,5,unit,0,0,0 -D3041.002b,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC C",HVAC Fan,plumbing_hvac,Not Given,True,8,5,unit,0,0,0 -D3041.002c,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC D, E, F",HVAC Fan,plumbing_hvac,Not Given,True,8,5,unit,0,0,0 -D3041.002d,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC D, E, F (OSHPD or sim)",HVAC Fan,plumbing_hvac,Not Given,True,8,5,unit,0,0,0 -D3041.011a,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC A or B",HVAC Ducting ,plumbing_hvac,Not Given,True,8,4,unit,0,0,0 -D3041.011b,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC C",HVAC Ducting ,plumbing_hvac,Not Given,True,8,4,unit,0,0,0 -D3041.011c,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F",HVAC Ducting ,plumbing_hvac,Not Given,True,8,4,unit,0,0,0 -D3041.011d,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F (OSHPD or sim)",HVAC Ducting ,plumbing_hvac,Not Given,True,8,4,unit,0,0,0 -D3041.011e,Costing based upon 1000 ft segments of duct,1000,lf,"(ATC-138 Beta) HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, above code-minimum bracing similar to larger ducting, SDC D, E, or F",HVAC Ducting ,plumbing_hvac,Not Given,True,8,4,unit,0,0,0 -D3041.011f,Costing based upon 1000 ft segments of duct,1000,lf,"(ATC-138 Beta) HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, above code-minimum bracing similar to larger ducting, SDC D, E, or F (OSHPD or Sim)",HVAC Ducting ,plumbing_hvac,Not Given,True,8,4,unit,0,0,0 -D3041.012a,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting - 6 sq. ft cross sectional area or greater, SDC A or B",HVAC Ducting ,plumbing_hvac,Not Given,True,8,24,unit,0,0,0 -D3041.012b,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting - 6 sq. ft cross sectional area or greater, SDC C",HVAC Ducting ,plumbing_hvac,Not Given,True,8,24,unit,0,0,0 -D3041.012c,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting - 6 sq. ft cross sectional area or greater, SDC D, E, or F",HVAC Ducting ,plumbing_hvac,Not Given,True,8,24,unit,0,0,0 -D3041.012d,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting - 6 sq. ft cross sectional area or greater, SDC D, E, or F (OSHPD or sim)",HVAC Ducting ,plumbing_hvac,Not Given,True,8,24,unit,0,0,0 -D3041.021a,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC A or B",HVAC Ducting ,plumbing_hvac,Not Given,True,8,4,unit,0,0,0 -D3041.021b,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC C",HVAC Ducting ,plumbing_hvac,Not Given,True,8,4,unit,0,0,0 -D3041.021c,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F",HVAC Ducting ,plumbing_hvac,Not Given,True,8,4,unit,0,0,0 -D3041.021d,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F (OSHPD or sim)",HVAC Ducting ,plumbing_hvac,Not Given,True,8,4,unit,0,0,0 -D3041.022a,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting - 6 sq. ft cross sectional area or greater, SDC A or B",HVAC Ducting ,plumbing_hvac,Not Given,True,8,24,unit,0,0,0 -D3041.022b,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting - 6 sq. ft cross sectional area or greater, SDC C",HVAC Ducting ,plumbing_hvac,Not Given,True,8,24,unit,0,0,0 -D3041.022c,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting - 6 sq. ft cross sectional area or greater, SDC D, E, or F",HVAC Ducting ,plumbing_hvac,Not Given,True,8,24,unit,0,0,0 -D3041.022d,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting - 6 sq. ft cross sectional area or greater, SDC D, E, or F (OSHPD or sim)",HVAC Ducting ,plumbing_hvac,Not Given,True,8,24,unit,0,0,0 -D3041.031a,"Costing per 10 units, No independent safety wires",10,each,"HVAC Drops / Diffusers in suspended ceilings - No independent safety wires, SDC A or B",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.031b,"Costing per 10 units, No independent safety wires",10,each,"HVAC Drops / Diffusers in suspended ceilings - No independent safety wires, SDC C",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.031c,"Costing per 10 units, No independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers in suspended ceilings - With independent safety wires, SDC C",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.031d,"Costing per 10 units, No independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers in suspended ceilings - With independent safety wires, SDC D, E, or F",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.031e,"Costing per 10 units, No independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers in suspended ceilings - With independent safety wires, SDC D, E, or F (OSHPD or sim)",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.032a,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC A or B",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.032b,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC C",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.032c,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC D, E, or F",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.032d,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC D, E, or F (OSHPD or sim)",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.033a,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers without ceilings - With independent safety wires, SDC A or B",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.033b,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers without ceilings - With independent safety wires, SDC C",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.033c,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers without ceilings - With independent safety wires, SDC D, E, or F",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.033d,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers without ceilings - With independent safety wires, SDC D, E, or F (OSHPD or sim)",HVAC Drops / Diffusers,plumbing_hvac,Not Given,True,8,6,unit,0,0,0 -D3041.041a,Costing per 10 units,10,each,"Variable Air Volume (VAV) box with in-line coil, SDC A or B",Variable Air Volume box,plumbing_hvac,Not Given,True,8,7,unit,0,0,0 -D3041.041b,Costing per 10 units,10,each,"Variable Air Volume (VAV) box with in-line coil, SDC C",Variable Air Volume box,plumbing_hvac,Not Given,True,8,7,unit,0,0,0 -D3041.101a,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3041.102a,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3041.102b,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3041.102c,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3041.103a,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3041.103b,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3041.103c,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3041.201a,Costing is per unit.,1,each,(ATC-138 Beta) HVAC Fan - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3041.202a,Costing is per unit.,1,each,(ATC-138 Beta) HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3041.202b,Costing is per unit.,1,each,(ATC-138 Beta) HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3041.203a,Costing is per unit.,1,each,(ATC-138 Beta) HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3041.203b,Costing is per unit.,1,each,(ATC-138 Beta) HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3041.303b,Costing is per unit.,1,each,(ATC-138 Beta) HVAC Fan - Capacity: all - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,True,8,18,unit,0,0,0 -D3052.011a,Costing is per unit and is based upon 4000 CFM.,4000,cfm,Air Handling Unit - Capacity: <5000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.011b,Costing is per unit and is based upon 8000 CFM.,8000,cfm,Air Handling Unit - Capacity: 5000 to <10000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.011c,Costing is per unit and is based upon 20000 CFM.,20000,cfm,Air Handling Unit - Capacity: 10000 to <25000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.011d,Costing is per unit and is based upon 30000 CFM.,30000,cfm,Air Handling Unit - Capacity: 25000 to <40000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.013a,Costing is per unit and is based upon 4000 CFM.,4000,cfm,Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.013b,Costing is per unit and is based upon 4000 CFM.,4000,cfm,Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.013c,Costing is per unit and is based upon 4000 CFM.,4000,cfm,Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.013d,Costing is per unit and is based upon 8000 CFM.,8000,cfm,Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.013e,Costing is per unit and is based upon 8000 CFM.,8000,cfm,Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.013f,Costing is per unit and is based upon 8000 CFM.,8000,cfm,Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.013g,Costing is per unit and is based upon 20000 CFM.,20000,cfm,Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.013h,Costing is per unit and is based upon 20000 CFM.,20000,cfm,Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.013i,Costing is per unit and is based upon 20000 CFM.,20000,cfm,Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.013j,Costing is per unit and is based upon 30000 CFM.,30000,cfm,Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.013k,Costing is per unit and is based upon 30000 CFM.,30000,cfm,Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.013l,Costing is per unit and is based upon 30000 CFM.,30000,cfm,Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.111a,Costing is per unit and is based upon 4000 CFM.,4000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: <5000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.111b,Costing is per unit and is based upon 8000 CFM.,8000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 5000 to <10000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.111c,Costing is per unit and is based upon 20000 CFM.,20000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 10000 to <25000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.111d,Costing is per unit and is based upon 30000 CFM.,30000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 25000 to <40000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.113a,Costing is per unit and is based upon 4000 CFM.,4000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.113b,Costing is per unit and is based upon 4000 CFM.,4000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.113d,Costing is per unit and is based upon 8000 CFM.,8000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.113e,Costing is per unit and is based upon 8000 CFM.,8000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.113g,Costing is per unit and is based upon 20000 CFM.,20000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.113h,Costing is per unit and is based upon 20000 CFM.,20000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.113j,Costing is per unit and is based upon 30000 CFM.,30000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.113k,Costing is per unit and is based upon 30000 CFM.,30000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.213b,Costing is per unit and is based upon 4000 CFM.,4000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: <5000 CFM - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.213e,Costing is per unit and is based upon 8000 CFM.,8000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 5000 to <10000 CFM - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.213h,Costing is per unit and is based upon 20000 CFM.,20000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 10000 to <25000 CFM - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3052.213k,Costing is per unit and is based upon 30000 CFM.,30000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 25000 to <40000 CFM - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,True,8,19,unit,0,0,0 -D3067.011a,Costing is per unit.,1,each,Control Panel - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,HVAC Control Panel,plumbing_hvac,Not Given,True,8,20,building,0,0,0 -D3067.012a,Costing is per unit.,1,each,Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,HVAC Control Panel,plumbing_hvac,Not Given,True,8,20,building,0,0,0 -D3067.012b,Costing is per unit.,1,each,Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,HVAC Control Panel,plumbing_hvac,Not Given,True,8,20,building,0,0,0 -D3067.012c,Costing is per unit.,1,each,Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,HVAC Control Panel,plumbing_hvac,Not Given,True,8,20,building,0,0,0 -D3067.111a,Costing is per unit.,1,each,(ATC-138 Beta) Control Panel - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,HVAC Control Panel,plumbing_hvac,Not Given,True,8,20,building,0,0,0 -D3067.112a,Costing is per unit.,1,each,(ATC-138 Beta) Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),HVAC Control Panel,plumbing_hvac,Not Given,True,8,20,building,0,0,0 -D3067.112b,Costing is per unit.,1,each,(ATC-138 Beta) Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,HVAC Control Panel,plumbing_hvac,Not Given,True,8,20,building,0,0,0 -D3067.212b,Costing is per unit.,1,each,(ATC-138 Beta) Control Panel - Capacity: all - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,HVAC Control Panel,plumbing_hvac,Not Given,True,8,20,building,0,0,0 -D4011.021a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC A or B, PIPING FRAGILITY",Fire Sprinkler Water Piping,other,Not Given,True,9,0,building,0,0,0 -D4011.022a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC C, PIPING FRAGILITY",Fire Sprinkler Water Piping,other,Not Given,True,9,0,building,0,0,0 -D4011.023a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - Poorly designed bracing, SDC D, E, or F , PIPING FRAGILITY",Fire Sprinkler Water Piping,other,Not Given,True,9,0,building,0,0,0 -D4011.024a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with designed bracing, SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Fire Sprinkler Water Piping,other,Not Given,True,9,0,building,0,0,0 -D4011.031a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC A or B",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.032a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC C",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.033a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.034a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.041a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC A or B",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.042a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC C",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.053a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.054a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.063a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC D, E, or F",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.064a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.071a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC A or B",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.072a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC C",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.073a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC D, E, or F",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.074a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.081a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"(ATC-138 Beta) Fire Sprinkler Drop Standard Threaded Steel - 3in clearance - 6 ft. long drop maximum, SDC A or B (based on D4011.071a)",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.082a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"(ATC-138 Beta) Fire Sprinkler Drop Standard Threaded Steel - 3in clearance - 6 ft. long drop maximum, SDC C (based on D4011.072a)",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.083a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"(ATC-138 Beta) Fire Sprinkler Drop Standard Threaded Steel - 3in clearance - 6 ft. long drop maximum, SDC D, E, or F (based on D4011.073a)",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.084a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"(ATC-138 Beta) Fire Sprinkler Drop Standard Threaded Steel - 3in clearance - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim) (based on D4011.074a)",Fire Sprinkler Drop ,other,Not Given,True,9,23,unit,0,0,0 -D4011.121a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC A or B, UNBRACED PIPING FRAGILITY (based on D4011.021a)",Fire Sprinkler Water Piping,other,Not Given,True,9,0,building,0,0,0 -D4011.121b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,(ATC-138 Beta) Fire Sprinkler Bracing - SDC A or B (based on D2022.023b),Fire Sprinkler Pipe Bracing,other,Not Given,True,9,0,building,0,0,0 -D4011.121c,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC A or B, BRACED PIPING FRAGILITY (based on D4011.021a)",Fire Sprinkler Water Piping,other,Not Given,True,9,0,building,0,0,0 -D4011.122a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC C, UNBRACED PIPING FRAGILITY (based on D4011.022a)",Fire Sprinkler Water Piping,other,Not Given,True,9,0,building,0,0,0 -D4011.122b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,(ATC-138 Beta) Fire Sprinkler Bracing - SDC C (based on D2022.023b),Fire Sprinkler Pipe Bracing,other,Not Given,True,9,0,building,0,0,0 -D4011.122c,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC C, BRACED PIPING FRAGILITY (based on D4011.022a)",Fire Sprinkler Water Piping,other,Not Given,True,9,0,building,0,0,0 -D4011.123a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with prescriptive bracing, SDC D, E, or F , UNBRACED PIPING FRAGILITY (based on D4011.023a)",Fire Sprinkler Water Piping,other,Not Given,True,9,0,building,0,0,0 -D4011.123b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Fire Sprinkler Bracing - SDC D, E, or F (based on D2022.023b)",Fire Sprinkler Pipe Bracing,other,Not Given,True,9,0,building,0,0,0 -D4011.123c,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with prescriptive bracing, SDC D, E, or F , BRACED PIPING FRAGILITY (based on D4011.023a)",Fire Sprinkler Water Piping,other,Not Given,True,9,0,building,0,0,0 -D4011.124a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with designed bracing, SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D4011.024a)",Fire Sprinkler Water Piping,other,Not Given,True,9,0,building,0,0,0 -D4011.124b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Fire Sprinkler Bracing - SDC D, E, or F (OSHPD or sim) (based on D2022.024b)",Fire Sprinkler Pipe Bracing,other,Not Given,True,9,0,building,0,0,0 -D4011.124c,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with designed bracing, SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D4011.024a)",Fire Sprinkler Water Piping,other,Not Given,True,9,0,building,0,0,0 -D5011.011a,Costing is per unit and is based upon 75 kVa.,75,kva,Transformer/primary service - Capacity: <100 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.011b,Costing is per unit and is based upon 250 kVa.,250,kva,Transformer/primary service - Capacity: 100 to <350 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.011c,Costing is per unit and is based upon 500 kVa.,500,kva,Transformer/primary service - Capacity: 350 to <750 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.011d,Costing is per unit and is based upon 1000 kVa.,1000,kva,Transformer/primary service - Capacity: 750 to 1500 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.013a,Costing is per unit and is based upon 75 kVa.,75,kva,Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.013b,Costing is per unit and is based upon 75 kVa.,75,kva,Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.013c,Costing is per unit and is based upon 75 kVa.,75,kva,Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.013d,Costing is per unit and is based upon 250 kVa.,250,kva,Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.013e,Costing is per unit and is based upon 250 kVa.,250,kva,Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.013f,Costing is per unit and is based upon 250 kVa.,250,kva,Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.013g,Costing is per unit and is based upon 500 kVa.,500,kva,Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.013h,Costing is per unit and is based upon 500 kVa.,500,kva,Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.013i,Costing is per unit and is based upon 500 kVa.,500,kva,Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.013j,Costing is per unit and is based upon 1000 kVa.,1000,kva,Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.013k,Costing is per unit and is based upon 1000 kVa.,1000,kva,Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.013l,Costing is per unit and is based upon 1000 kVa.,1000,kva,Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.111a,Costing is per unit and is based upon 75 kVa.,75,kva,(ATC-138 Beta) Transformer/primary service - Capacity: <100 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.111b,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 100 to <350 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.111c,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 350 to <750 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.111d,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 750 to 1500 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.113a,Costing is per unit and is based upon 75 kVa.,75,kva,(ATC-138 Beta) Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.113b,Costing is per unit and is based upon 75 kVa.,75,kva,(ATC-138 Beta) Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.113d,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.113e,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.113g,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.113h,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.113j,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.113k,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.213b,Costing is per unit and is based upon 75 kVa.,75,kva,(ATC-138 Beta) Transformer/primary service - Capacity: <100 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.213e,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 100 to <350 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.213h,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 350 to <750 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5011.213k,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 750 to 1500 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,True,7,1,building,0,0,0 -D5012.013a,Costing is per unit.,1,each,Motor Control Center - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,Motor Control Center ,other,Not Given,True,5,2,building,0,0,0 -D5012.013b,Costing is per unit.,1,each,Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Motor Control Center ,other,Not Given,True,5,2,building,0,0,0 -D5012.013c,Costing is per unit.,1,each,Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Motor Control Center ,other,Not Given,True,5,2,building,0,0,0 -D5012.013d,Costing is per unit.,1,each,Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Motor Control Center ,other,Not Given,True,5,2,building,0,0,0 -D5012.021a,Costing is per unit and is based upon 225 Amp.,225,amp,Low Voltage Switchgear - Capacity: 100 to <350 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.021b,Costing is per unit and is based upon 400 Amp.,400,amp,Low Voltage Switchgear - Capacity: 350 to <750 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.021c,Costing is per unit and is based upon 800 Amp.,800,amp,Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.021d,Costing is per unit and is based upon 1600 Amp.,1600,amp,Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.023a,Costing is per unit and is based upon 225 Amp.,225,amp,Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.023b,Costing is per unit and is based upon 225 Amp.,225,amp,Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.023c,Costing is per unit and is based upon 225 Amp.,225,amp,Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.023d,Costing is per unit and is based upon 400 Amp.,400,amp,Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.023e,Costing is per unit and is based upon 400 Amp.,400,amp,Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.023f,Costing is per unit and is based upon 400 Amp.,400,amp,Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.023g,Costing is per unit and is based upon 800 Amp.,800,amp,Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.023h,Costing is per unit and is based upon 800 Amp.,800,amp,Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.023i,Costing is per unit and is based upon 800 Amp.,800,amp,Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.023j,Costing is per unit and is based upon 1600 Amp.,1600,amp,Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.023k,Costing is per unit and is based upon 1600 Amp.,1600,amp,Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.023l,Costing is per unit and is based upon 1600 Amp.,1600,amp,Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.031a,Costing is per unit and is based upon 225 Amp.,225,amp,Distribution Panel - Capacity: 100 to <350 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.031b,Costing is per unit and is based upon 400 Amp.,400,amp,Distribution Panel - Capacity: 350 to <750 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.031c,Costing is per unit and is based upon 800 Amp.,800,amp,Distribution Panel - Capacity: 750 to <1200 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.031d,Costing is per unit and is based upon 1600 Amp.,1600,amp,Distribution Panel - Capacity: 1200 to 2000 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.033a,Costing is per unit and is based upon 225 Amp.,225,amp,Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.033b,Costing is per unit and is based upon 225 Amp.,225,amp,Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.033c,Costing is per unit and is based upon 225 Amp.,225,amp,Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.033d,Costing is per unit and is based upon 400 Amp.,400,amp,Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.033e,Costing is per unit and is based upon 400 Amp.,400,amp,Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.033f,Costing is per unit and is based upon 400 Amp.,400,amp,Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.033g,Costing is per unit and is based upon 800 Amp.,800,amp,Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.033h,Costing is per unit and is based upon 800 Amp.,800,amp,Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.033i,Costing is per unit and is based upon 800 Amp.,800,amp,Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.033j,Costing is per unit and is based upon 1600 Amp.,1600,amp,Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.033k,Costing is per unit and is based upon 1600 Amp.,1600,amp,Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.033l,Costing is per unit and is based upon 1600 Amp.,1600,amp,Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.113a,Costing is per unit.,1,each,(ATC-138 Beta) Motor Control Center - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,Motor Control Center ,other,Not Given,True,5,2,building,0,0,0 -D5012.113b,Costing is per unit.,1,each,(ATC-138 Beta) Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Motor Control Center ,other,Not Given,True,5,2,building,0,0,0 -D5012.113c,Costing is per unit.,1,each,(ATC-138 Beta) Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Motor Control Center ,other,Not Given,True,5,2,building,0,0,0 -D5012.121a,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 100 to <350 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.121b,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 350 to <750 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.121c,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.121d,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.123a,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.123b,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.123d,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.123e,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.123g,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.123h,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.123j,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility (no equipment consequences),Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.123k,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.131a,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Distribution Panel - Capacity: 100 to <350 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.131b,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Distribution Panel - Capacity: 350 to <750 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.131c,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Distribution Panel - Capacity: 750 to <1200 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.131d,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Distribution Panel - Capacity: 1200 to 2000 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.133a,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.133b,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.133d,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.133e,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.133g,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.133h,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.133j,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.133k,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.213c,Costing is per unit.,1,each,(ATC-138 Beta) Motor Control Center - Capacity: all - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Motor Control Center ,other,Not Given,True,5,2,building,0,0,0 -D5012.223b,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 100 to <350 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.223e,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 350 to <750 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.223h,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.223k,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,True,7,1,building,0,0,0 -D5012.233b,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Distribution Panel - Capacity: 100 to <350 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.233e,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Distribution Panel - Capacity: 350 to <750 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.233h,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Distribution Panel - Capacity: 750 to <1200 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5012.233k,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Distribution Panel - Capacity: 1200 to 2000 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,True,7,1,unit,0,0,0 -D5039.004a,Costing approximated as a full 40 unit NEBS Zone 4 certified server rack.,1,each,(ATC-138 Beta) Computer Servers and Rack (Tenant-Level Service) - NEBS Zone 4,Computer Servers,other,Not Given,False,11,0,unit,0,0,0 -D5039.004b,Costing approximated as a full 40 unit NEBS Zone 4 certified server rack.,1,each,(ATC-138 Beta) Computer Servers and Rack (Building-Level Service) - NEBS Zone 4,Computer Servers,other,Not Given,False,11,0,building,0,0,0 -D5092.011a,Costing is per unit.,1,each,Battery Rack - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,Battery Rack,other,Not Given,True,7,3,building,0,0,0 -D5092.013a,Costing is per unit.,1,each,Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Battery Rack,other,Not Given,True,7,3,building,0,0,0 -D5092.013b,Costing is per unit.,1,each,Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Battery Rack,other,Not Given,True,7,3,building,0,0,0 -D5092.013c,Costing is per unit.,1,each,Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Battery Rack,other,Not Given,True,7,3,building,0,0,0 -D5092.021a,Costing is per unit.,1,each,Battery Charger - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,Battery Charger ,other,Not Given,True,7,3,building,0,0,0 -D5092.023a,Costing is per unit.,1,each,Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Battery Charger ,other,Not Given,True,7,3,building,0,0,0 -D5092.023b,Costing is per unit.,1,each,Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Battery Charger ,other,Not Given,True,7,3,building,0,0,0 -D5092.023c,Costing is per unit.,1,each,Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Battery Charger ,other,Not Given,True,7,3,building,0,0,0 -D5092.031a,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.031b,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.031c,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.031d,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.032a,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.032b,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.032c,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.032d,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.032e,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.032f,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.032g,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.032h,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.032i,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.032j,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.032k,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.032l,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.033a,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.033b,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.033c,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.033d,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.033e,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.033f,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.033g,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.033h,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.033i,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.033j,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.033k,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.033l,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.111a,Costing is per unit.,1,each,(ATC-138 Beta) Battery Rack - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,Battery Rack,other,Not Given,True,7,3,building,0,0,0 -D5092.113a,Costing is per unit.,1,each,(ATC-138 Beta) Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Battery Rack,other,Not Given,True,7,3,building,0,0,0 -D5092.113b,Costing is per unit.,1,each,(ATC-138 Beta) Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Battery Rack,other,Not Given,True,7,3,building,0,0,0 -D5092.121a,Costing is per unit.,1,each,(ATC-138 Beta) Battery Charger - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,Battery Charger ,other,Not Given,True,7,3,building,0,0,0 -D5092.123a,Costing is per unit.,1,each,(ATC-138 Beta) Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Battery Charger ,other,Not Given,True,7,3,building,0,0,0 -D5092.123b,Costing is per unit.,1,each,(ATC-138 Beta) Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Battery Charger ,other,Not Given,True,7,3,building,0,0,0 -D5092.131a,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Diesel generator - Capacity: 100 to <350 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.131b,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Diesel generator - Capacity: 350 to <750 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.131c,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Diesel generator - Capacity: 750 to 1200 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.131d,Costing is per unit and is based upon 1500 kVa.,1500,kva,(ATC-138 Beta) Diesel generator - Capacity: 1200 to 2000 kVa - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.132a,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.132b,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.132d,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.132e,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.132g,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.132h,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.132j,Costing is per unit and is based upon 1500 kVa.,1500,kva,(ATC-138 Beta) Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.132k,Costing is per unit and is based upon 1500 kVa.,1500,kva,(ATC-138 Beta) Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.133a,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.133b,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.133d,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.133e,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.133g,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.133h,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.133j,Costing is per unit and is based upon 1500 kVa.,1500,kva,(ATC-138 Beta) Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.133k,Costing is per unit and is based upon 1500 kVa.,1500,kva,(ATC-138 Beta) Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.213b,Costing is per unit.,1,each,(ATC-138 Beta) Battery Rack - Capacity: all - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Battery Rack,other,Not Given,True,7,3,building,0,0,0 -D5092.223b,Costing is per unit.,1,each,(ATC-138 Beta) Battery Charger - Capacity: all - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Battery Charger ,other,Not Given,True,7,3,building,0,0,0 -D5092.233b,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Diesel generator - Capacity: 100 to <350 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.233e,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Diesel generator - Capacity: 350 to <750 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.233h,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Diesel generator - Capacity: 750 to 1200 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -D5092.233k,Costing is per unit and is based upon 1500 kVa.,1500,kva,(ATC-138 Beta) Diesel generator - Capacity: 1200 to 2000 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,True,7,3,building,0,0,0 -E1099.100a,Generic acceleration sensitive equipment requiring user adjustment of the cost and capacity modifiers. Mutually exclusive damage states represent the potential for repairs or replacement. This component requires minimally complex repairs and associated low repair time. ,1,each,"User defined generic acceleration sensitive equipment, low repair complexity ","Acceleration sensitive equipment, low repair complexity - User defined",other,HBRG,False,10,0,NA,0,0,0 -E1099.100b,Generic acceleration sensitive equipment requiring user adjustment of the cost and capacity modifiers. Mutually exclusive damage states represent the potential for repairs or replacement. This component requires moderately complex repairs and associated low repair time. ,1,each ,"User defined generic acceleration sensitive equipment, moderate repair complexity ","Acceleration sensitive equipment, moderate repair complexity - User defined",other,HBRG,False,10,0,NA,0,0,0 -E1099.100c,Generic acceleration sensitive equipment requiring user adjustment of the cost and capacity modifiers. Mutually exclusive damage states represent the potential for repairs or replacement. This component requires highly complex repairs and associated low repair time. ,1,each,"User defined generic acceleration sensitive equipment, high repair complexity ","Acceleration sensitive equipment, high repair complexity - User defined",other,HBRG,False,10,0,NA,0,0,0 -E1099.101a,Generic acceleration sensitive equipment requiring user adjustment of the cost and capacity modifiers. A single damage state represents the potential for repairs or replacement. This component requires minimally complex repairs and associated low repair time. ,1,each,"User defined generic acceleration sensitive equipment, low repair complexity","Acceleration sensitive equipment, low repair complexity - User defined",other,HBRG,False,10,0,NA,0,0,0 -E1099.101b,Generic acceleration sensitive equipment requiring user adjustment of the cost and capacity modifiers. A single damage state represents the potential for repairs or replacement. This component requires moderately complex repairs and associated low repair time. ,1,each ,"User defined generic acceleration sensitive equipment, moderate repair complexity","Acceleration sensitive equipment, moderate repair complexity - User defined",other,HBRG,False,10,0,NA,0,0,0 -E1099.101c,Generic acceleration sensitive equipment requiring user adjustment of the cost and capacity modifiers. A single damage state represents the potential for repairs or replacement. This component requires highly complex repairs and associated low repair time. ,1,each,"User defined generic acceleration sensitive equipment, high repair complexity ","Acceleration sensitive equipment, high repair complexity - User defined",other,HBRG,False,10,0,NA,0,0,0 -E2022.001,Unanchored and installed per manufacturer's recommendations on a carpeted floor.,1,each,Modular office work stations. ,Modular office work stations. ,other,Not Given,True,10,0,NA,0,0,0 -E2022.010,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,"Unsecured fragile objects on shelves, unknown restraint",Unsecured fragile objects on shelves,other,Not Given,True,10,0,NA,0,0,0 -E2022.011,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,"Fragile contents secured by museum putty, Velcro or other weak but sticky stuff",Fragile contents ,other,Not Given,True,10,0,NA,0,0,0 -E2022.012,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,Fragile contents on shelves in storage cabinets with latches,Fragile contents ,other,Not Given,True,10,0,NA,0,0,0 -E2022.013,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,"Unsecured fragile objects on shelves, low friction surface",Fragile contents ,other,Not Given,True,10,0,NA,0,0,0 -E2022.020,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,"Home entertainment equipment, unknown installation",Home entertainment equipment,other,Not Given,True,10,0,NA,0,0,0 -E2022.021,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,Electronic equipment on wall mount brackets,Electronic equipment ,other,Not Given,True,10,0,NA,0,0,0 -E2022.022,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,"Desktop electronics including computers, monitors, stereos, etc on a slip resistant surface",Desktop electronics ,other,Not Given,True,10,0,NA,0,0,0 -E2022.023,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,"Desktop electronics including computers, monitors, stereos, etc, smooth surface",Desktop electronics ,other,Not Given,True,10,0,NA,0,0,0 -E2022.102a,"Standard bookcase, unanchored laterally. Bookcase is 12-5/8"" deep x 29"" tall",1,each,"Bookcase, 2 shelves, unanchored laterally",Bookcase,other,Not Given,True,10,0,NA,0,0,0 -E2022.102b,"Standard bookcase, anchored laterally. Bookcase is 12-5/8"" deep x 29"" tall.",1,each,"Bookcase, 2 shelves, anchored laterally",Bookcase,other,Not Given,True,10,0,NA,0,0,0 -E2022.103a,"Standard bookcase, unanchored laterally. Bookcase is 12-5/8"" deep x 41"" tall",1,each,"Bookcase, 3 shelves, unanchored laterally",Bookcase,other,Not Given,True,10,0,NA,0,0,0 -E2022.103b,"Standard bookcase, anchored laterally. Bookcase is 12-5/8"" deep x 41"" tall.",1,each,"Bookcase, 3 shelves, anchored laterally",Bookcase,other,Not Given,True,10,0,NA,0,0,0 -E2022.104a,"Standard bookcase, unanchored laterally. Bookcase is 12-5/8"" deep x 56"" tall",1,each,"Bookcase, 4 shelves, unanchored laterally",Bookcase,other,Not Given,True,10,0,NA,0,0,0 -E2022.104b,"Standard bookcase, anchored laterally. Bookcase is 12-5/8"" deep x 56"" tall.",1,each,"Bookcase, 4 shelves, anchored laterally",Bookcase,other,Not Given,True,10,0,NA,0,0,0 -E2022.105a,"Standard bookcase, unanchored laterally. Bookcase is 12-5/8"" deep x 71"" tall",1,each,"Bookcase, 5 shelves, unanchored laterally",Bookcase,other,Not Given,True,10,0,NA,0,0,0 -E2022.105b,"Standard bookcase, anchored laterally. Bookcase is 12-5/8"" deep x 71"" tall.",1,each,"Bookcase, 5 shelves, anchored laterally",Bookcase,other,Not Given,True,10,0,NA,0,0,0 -E2022.106a,"Standard bookcase, unanchored laterally. Bookcase is 12-5/8"" deep x 81-1/4"" tall",1,each,"Bookcase, 6 shelves, unanchored laterally",Bookcase,other,Not Given,True,10,0,NA,0,0,0 -E2022.106b,"Standard bookcase, anchored laterally. Bookcase is 12-5/8"" deep x 81-1/4"" tall.",1,each,"Bookcase, 6 shelves, anchored laterally",Bookcase,other,Not Given,True,10,0,NA,0,0,0 -E2022.112a,"Filing cabinet, unanchored laterally. Cabinet has 2 drawers and is 15"" deep x 24"" tall",1,each,"Vertical Filing Cabinet, 2 drawer, unanchored laterally",Vertical Filing Cabinet,other,Not Given,True,10,0,NA,0,0,0 -E2022.112b,"Filing cabinet, anchored laterally. Cabinet has 2 drawers and is 15"" deep x 24"" tall",1,each,"Vertical Filing Cabinet, 2 drawer, anchored laterally",Vertical Filing Cabinet,other,Not Given,True,10,0,NA,0,0,0 -E2022.114a,"Filing cabinet, unanchored laterally. Cabinet has 4 drawers and is 15"" deep x 52"" tall",1,each,"Vertical Filing Cabinet, 4 drawer, unanchored laterally",Vertical Filing Cabinet,other,Not Given,True,10,0,NA,0,0,0 -E2022.114b,"Filing cabinet, anchored laterally. Cabinet has 4 drawers and is 15"" deep x 52"" tall",1,each,"Vertical Filing Cabinet, 4 drawer, anchored laterally",Vertical Filing Cabinet,other,Not Given,True,10,0,NA,0,0,0 -E2022.124a,"Filing cabinet, unanchored laterally. Cabinet has 4 drawers and is 18.6"" deep x 52.5"" tall",1,each,"Lateral Filing Cabinet, 2 drawer, unanchored laterally",Lateral Filing Cabinet,other,Not Given,True,10,0,NA,0,0,0 -E2022.124b,"Filing cabinet, anchored laterally. Cabinet has 4 drawers and is 18.6"" deep x 52.5"" tall",1,each,"Lateral Filing Cabinet, 2 drawer, anchored laterally",Lateral Filing Cabinet,other,Not Given,True,10,0,NA,0,0,0 -E2022.125a,"Filing cabinet, unanchored laterally. Cabinet has 5 drawers and is 18.6"" deep x 67.75"" tall",1,each,"Lateral Filing Cabinet, 4 drawer, unanchored laterally",Lateral Filing Cabinet,other,Not Given,True,10,0,NA,0,0,0 -E2022.125b,"Filing cabinet, anchored laterally. Cabinet has 5 drawers and is 18.6"" deep x 67.75"" tall",1,each,"Lateral Filing Cabinet, 4 drawer, anchored laterally",Lateral Filing Cabinet,other,Not Given,True,10,0,NA,0,0,0 -F1012.001,Standard pallet back to back storage rack. Three to five levels tall with total height from 15 to 20 ft. Costing assumes one single side access rack. Costing of rack and restocking based upon 50 LF of rack. Costing of rack contents to be furnished by user. ,50,lf,"Storage racks designed and installed before 2007, big box retail (12' to 15' tall)",Storage racks ,other,Not Given,True,10,0,NA,0,0,0 -B1033.311a,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-30, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-30,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311b,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-60, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-60,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311c,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-90, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-90,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311d,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-120, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-120,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311e,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-150, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-150,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311f,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-180, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-180,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311g,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-210, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-210,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311h,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-240, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-240,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311i,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-270, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-270,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311j,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-300, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-300,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311k,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-330, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-330,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311l,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-360, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-360,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311m,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-390, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-390,structural,HBRG,False,1,0,NA,5,0,1 -B1033.311n,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-420, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-420,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312a,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-30, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-30,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312b,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-60, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-60,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312c,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-90, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-90,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312d,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-120, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-120,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312e,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-150, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-150,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312f,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-180, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-180,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312g,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-210, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-210,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312h,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-240, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-240,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312i,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-270, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-270,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312j,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-300, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-300,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312k,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-330, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-330,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312l,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-360, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-360,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312m,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-390, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-390,structural,HBRG,False,1,0,NA,5,0,1 -B1033.312n,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-420, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-420,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321a,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-30, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-30,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321b,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-60, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-60,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321c,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-90, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-90,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321d,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-120, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-120,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321e,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-150, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-150,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321f,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-180, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-180,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321g,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-210, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-210,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321h,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-240, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-240,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321i,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-270, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-270,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321j,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-300, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-300,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321k,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-330, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-330,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321l,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-360, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-360,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321m,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-390, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-390,structural,HBRG,False,1,0,NA,5,0,1 -B1033.321n,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-420, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-420,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322a,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-30, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-30,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322b,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-60, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-60,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322c,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-90, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-90,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322d,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-120, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-120,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322e,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-150, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-150,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322f,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-180, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-180,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322g,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-210, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-210,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322h,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-240, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-240,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322i,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-270, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-270,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322j,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-300, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-300,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322k,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-330, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-330,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322l,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-360, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-360,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322m,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-390, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-390,structural,HBRG,False,1,0,NA,5,0,1 -B1033.322n,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-420, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-420,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331a,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-30, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-30,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331b,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-60, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-60,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331c,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-90, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-90,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331d,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-120, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-120,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331e,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-150, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-150,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331f,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-180, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-180,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331g,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-210, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-210,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331h,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-240, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-240,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331i,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-270, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-270,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331j,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-300, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-300,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331k,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-330, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-330,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331l,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-360, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-360,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331m,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-390, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-390,structural,HBRG,False,1,0,NA,5,0,1 -B1033.331n,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-420, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-420,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332a,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-30, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-30,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332b,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-60, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-60,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332c,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-90, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-90,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332d,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-120, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-120,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332e,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-150, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-150,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332f,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-180, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-180,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332g,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-210, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-210,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332h,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-240, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-240,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332i,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-270, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-270,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332j,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-300, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-300,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332k,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-330, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-330,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332l,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-360, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-360,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332m,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-390, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-390,structural,HBRG,False,1,0,NA,5,0,1 -B1033.332n,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-420, Brace in Wall, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-420,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411a,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-30, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-30,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411b,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-60, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-60,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411c,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-90, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-90,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411d,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-120, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-120,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411e,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-150, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-150,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411f,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-180, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-180,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411g,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-210, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-210,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411h,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-240, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-240,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411i,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-270, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-270,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411j,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-300, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-300,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411k,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-330, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-330,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411l,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-360, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-360,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411m,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-390, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-390,structural,HBRG,False,1,0,NA,5,0,1 -B1033.411n,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Single Fuse, Size YLBC8-420, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-420,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412a,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-30, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-30,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412b,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-60, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-60,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412c,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-90, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-90,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412d,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-120, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-120,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412e,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-150, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-150,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412f,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-180, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-180,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412g,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-210, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-210,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412h,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-240, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-240,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412i,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-270, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-270,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412j,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-300, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-300,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412k,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-330, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-330,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412l,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-360, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-360,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412m,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-390, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-390,structural,HBRG,False,1,0,NA,5,0,1 -B1033.412n,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Diagonal Brace, Fuse at Both Ends, Size YLBC8-420, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-420,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421a,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-30, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-30,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421b,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-60, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-60,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421c,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-90, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-90,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421d,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-120, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-120,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421e,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-150, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-150,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421f,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-180, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-180,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421g,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-210, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-210,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421h,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-240, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-240,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421i,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-270, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-270,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421j,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-300, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-300,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421k,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-330, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-330,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421l,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-360, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-360,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421m,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-390, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-390,structural,HBRG,False,1,0,NA,5,0,1 -B1033.421n,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Single Fuse, Size YLBC8-420, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-420,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422a,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-30, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-30,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422b,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-60, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-60,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422c,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-90, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-90,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422d,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-120, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-120,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422e,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-150, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-150,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422f,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-180, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-180,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422g,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-210, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-210,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422h,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-240, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-240,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422i,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-270, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-270,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422j,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-300, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-300,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422k,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-330, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-330,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422l,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-360, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-360,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422m,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-390, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-390,structural,HBRG,False,1,0,NA,5,0,1 -B1033.422n,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), Chevron Braces (costing for two), Fuse at Both Ends, Size YLBC8-420, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-420,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431a,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-30, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-30,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431b,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-60, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-60,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431c,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-90, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-90,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431d,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-120, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-120,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431e,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-150, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-150,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431f,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-180, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-180,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431g,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-210, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-210,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431h,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-240, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-240,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431i,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-270, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-270,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431j,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-300, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-300,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431k,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-330, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-330,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431l,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-360, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-360,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431m,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-390, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-390,structural,HBRG,False,1,0,NA,5,0,1 -B1033.431n,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Single Fuse, Size YLBC8-420, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-420,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432a,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-30, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-30,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432b,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-60, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-60,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432c,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-90, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-90,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432d,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-120, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-120,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432e,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-150, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-150,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432f,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-180, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-180,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432g,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-210, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-210,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432h,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-240, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-240,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432i,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-270, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-270,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432j,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-300, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-300,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432k,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-330, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-330,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432l,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-360, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-360,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432m,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-390, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-390,structural,HBRG,False,1,0,NA,5,0,1 -B1033.432n,Simpson Strong-Tie Yield-Link Brace Connection (YLBC),1,bay,"Simpson Strong-Tie Yield-Link Brace Connection (YLBC), One Story X Braces (costing for two), Fuse at Both Ends, Size YLBC8-420, Exposed Brace, Capacity and consequences are calculated as a function of bay width and story height.",Simpson Strong-Tie Yield-Link Brace Connection YLBC8-420,structural,HBRG,False,1,0,NA,5,0,1 +B1029.101,"Flexible wood diaphragm, pre 1976, plan aspect ratio 1:1, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, pre 1976, plan aspect ratio 1:1.","Flexible wood diaphragm, <1976, AR 1:1.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.102,"Flexible wood diaphragm, pre 1976, plan aspect ratio 2:1, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, pre 1976, plan aspect ratio 2:1.","Flexible wood diaphragm, <1976, AR 1:2.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.103,"Flexible wood diaphragm, pre 1976, plan aspect ratio 1:2, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, pre 1976, plan aspect ratio 1:2.","Flexible wood diaphragm, <1976, AR 2:1.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.111,"Flexible wood diaphragm, 1976 through 1996, plan aspect ratio 1:1, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, 1976 through 1996, plan aspect ratio 1:1.","Flexible wood diaphragm, 1967-1996, AR 1:1.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.112,"Flexible wood diaphragm, 1976 through 1996, plan aspect ratio 2:1, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, 1976 through 1996, plan aspect ratio 2:1.","Flexible wood diaphragm, 1967-1996, AR 2:1.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.113,"Flexible wood diaphragm, 1976 through 1996, plan aspect ratio 1:2, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, 1976 through 1996, plan aspect ratio 1:2.","Flexible wood diaphragm, 1967-1996, AR 1:2.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.121,"Flexible wood diaphragm, post 1996, plan aspect ratio 1:1, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, post 1996, plan aspect ratio 1:1.","Flexible wood diaphragm, >1996, AR 1:1.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.122,"Flexible wood diaphragm, post 1996, plan aspect ratio 2:1, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, post 1996, plan aspect ratio 2:1.","Flexible wood diaphragm, >1996, AR 2:1.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.123,"Flexible wood diaphragm, post 1996, plan aspect ratio 1:2, costing for 50 ft^2.",50,sf,"Flexible wood diaphragm, post 1996, plan aspect ratio 1:2.","Flexible wood diaphragm, >1996,AR 1:2.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.201a,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 25 ft., Wall Height 24' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 25 ft., wall 24 ft.","Out-of-plane connection, bay 25', wall 24' ",structural,HBRG,FALSE,1,0,NA,10,0,2 +B1029.201b,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 25 ft., Wall Height 27' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 25 ft., wall 27 ft.","Out-of-plane connection, bay 25', wall 27' ",structural,HBRG,FALSE,1,0,NA,10,0,2 +B1029.201c,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 25 ft., Wall Height 30' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 25 ft., wall 30 ft.","Out-of-plane connection, bay 25', wall 30' ",structural,HBRG,FALSE,1,0,NA,10,0,2 +B1029.202a,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 35 ft., Wall Height 24' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 35 ft., wall 24 ft.","Out-of-plane connection, bay 35', wall 24' ",structural,HBRG,FALSE,1,0,NA,10,0,2 +B1029.202b,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 35 ft., Wall Height 27' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 35 ft., wall 27 ft.","Out-of-plane connection, bay 35', wall 27' ",structural,HBRG,FALSE,1,0,NA,10,0,2 +B1029.202c,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 35 ft., Wall Height 30' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 35 ft., wall 30 ft.","Out-of-plane connection, bay 35', wall 30' ",structural,HBRG,FALSE,1,0,NA,10,0,2 +B1029.203a,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 50 ft., Wall Height 24' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 50 ft., wall 24 ft.","Out-of-plane connection, bay 50', wall 24' ",structural,HBRG,FALSE,1,0,NA,10,0,2 +B1029.203b,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 50 ft., Wall Height 27' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 50 ft., wall 27 ft.","Out-of-plane connection, bay 50', wall 27' ",structural,HBRG,FALSE,1,0,NA,10,0,2 +B1029.203c,"Out-of-plane wall to diaphragm connection, replaced conforming to current code, bay spacing 50 ft., Wall Height 30' with a 3' parapet, costing per 50 LF",50,lf,"Out-of-plane wall to diaphragm connection,bay spacing 50 ft., wall 30 ft.","Out-of-plane connection, bay 50', wall 30' ",structural,HBRG,FALSE,1,0,NA,10,0,2 +B1029.301,"Flexible steel deck diaphragm (fastened or welded), pre 1976, plan aspect ratio 1:1, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, pre 1976, plan aspect ratio 1:1.","Flexible steel diaphragm, <1976, AR 1:1.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.302,"Flexible steel deck diaphragm (fastened or welded), pre 1976, plan aspect ratio 2:1, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, pre 1976, plan aspect ratio 2:1.","Flexible steel diaphragm, <1976, AR 1:2.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.303,"Flexible steel deck diaphragm (fastened or welded), pre 1976, plan aspect ratio 1:2, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, pre 1976, plan aspect ratio 1:2.","Flexible steel diaphragm, <1976, AR 2:1.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.311,"Flexible steel deck diaphragm (fastened or welded), 1976 through 1996, plan aspect ratio 1:1, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, 1976 through 1996, plan aspect ratio 1:1.","Flexible steel diaphragm, 1967-1996, AR 1:1.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.312,"Flexible steel deck diaphragm (fastened or welded), 1976 through 1996, plan aspect ratio 2:1, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, 1976 through 1996, plan aspect ratio 2:1.","Flexible steel diaphragm, 1967-1996, AR 2:1.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.313,"Flexible steel deck diaphragm (fastened or welded), 1976 through 1996, plan aspect ratio 1:2, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, 1976 through 1996, plan aspect ratio 1:2.","Flexible steel diaphragm, 1967-1996, AR 1:2.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.321,"Flexible steel deck diaphragm (fastened or welded), post 1996, plan aspect ratio 1:1, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, post 1996, plan aspect ratio 1:1.","Flexible steel diaphragm, >1996, AR 1:1.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.322,"Flexible steel deck diaphragm (fastened or welded), post 1996, plan aspect ratio 2:1, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, post 1996, plan aspect ratio 2:1.","Flexible steel diaphragm, >1996, AR 2:1.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1029.323,"Flexible steel deck diaphragm (fastened or welded), post 1996, plan aspect ratio 1:2, costing for 50 ft^2.",50,sf,"Flexible steel diaphragm, post 1996, plan aspect ratio 1:2.","Flexible steel diaphragm, >1996, AR 1:2.",structural,HBRG,FALSE,1,21,NA,10,0,1 +B1031.001,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,Bolted shear tab gravity connections,Bolted shear tab gravity connections,structural,Greg Deierlein,TRUE,1,0,NA,9,0,1 +B1031.011a,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Steel Column Base Plates, Column W < 150 plf",Steel Column Base Plates,structural,Greg Deierlein,TRUE,1,0,NA,5,6,2 +B1031.011b,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Steel Column Base Plates, Column 150 plf < W < 300 plf",Steel Column Base Plates,structural,Greg Deierlein,TRUE,1,0,NA,5,6,2 +B1031.011c,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Steel Column Base Plates, Column W > 300 plf",Steel Column Base Plates,structural,Greg Deierlein,TRUE,1,0,NA,5,6,2 +B1031.021a,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Welded column splices, Column W < 150 plf",Welded column splices,structural,Greg Deierlein,TRUE,1,0,NA,5,6,3 +B1031.021b,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Welded column splices, Column 150 plf < W < 300 plf",Welded column splices,structural,Greg Deierlein,TRUE,1,0,NA,5,6,3 +B1031.021c,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Welded column splices, Column W > 300 plf",Welded column splices,structural,Greg Deierlein,TRUE,1,0,NA,5,6,3 +B1033.001a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, Chevron Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.001b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, Chevron Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.001c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, Chevron Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.002a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, Single Diagonal Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.002b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, Single Diagonal Brace, 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.002c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, Single Diagonal Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.003a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, X Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.003b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, X Brace, 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.003c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w WF braces, balanced design criteria, X Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.011a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, Chevron Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.011b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, Chevron Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.011c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, Chevron Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.012a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, Single Diagonal Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.012b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.012c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, Single Diagonal Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.013a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, X Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.013b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, X Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.013c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, balanced design criteria, X Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.021a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Chevron Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.021b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Chevron Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.021c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Chevron Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.022a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard Single Diagonal Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.022b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.022c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Single Diagonal Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.023a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, X Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.023b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, X Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.023c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, X Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.031a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, Chevron Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.031b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, Chevron Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.031c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, Chevron Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.032a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, Single Diagonal Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.032b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.032c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, Single Diagonal Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.033a,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, X Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.033b,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, X Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.033c,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Special Concentric Braced Frame, design to AISC minimum standards, X Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.041a,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, Chevron Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.041b,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, Chevron Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.041c,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, Chevron Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.042a,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, Single Diagonal Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.042b,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.042c,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, Single Diagonal Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.043a,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, X Brace, Brace w < 40 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.043b,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, X Brace, Brace 41 PLF < w < 99 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.043c,"Costing on a per bay basis, equivalent to AISC minimum SCBF criteria. Costing does not include fireproofing removal or reapplication cost.",1,each,"Special Concentric Braced Frame w double angle braces, X Brace, Brace w > 100 PLF",Special Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.051a,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, Chevron Brace, Brace w < 40 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.051b,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, Chevron Brace, Brace w, 41 PLF < w < 99 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.051c,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, Chevron Brace, Brace w > 100 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.052a,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, Single Diagonal Brace, Brace w < 40 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.052b,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, Single Diagonal Brace, Brace w, 41 PLF < w < 99 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.052c,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, Single Diagonal Brace, Brace w > 100 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.053a,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, X Brace, Brace w < 40 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.053b,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, X Brace, Brace w, 41 PLF < w < 99 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.053c,"Costing on a per bay basis, braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame w compact braces, X Brace, Brace w > 100 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.061a,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Chevron Brace, Brace w < 40 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.061b,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Chevron Brace, Brace 41 PLF < w < 99 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.061c,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Chevron Brace, Brace w > 100 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.062a,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Single Diagonal Brace, Brace w < 40 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.062b,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.062c,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Single Diagonal Brace, Brace w > 100 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.063a,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace w < 40 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.063b,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace 41 PLF < w < 99 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.063c,"Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace w > 100 PLF",Ordinary Concentric Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.071a,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, Chevron Brace, Brace w < 40 PLF",Non-Seismic Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.071b,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, Chevron Brace, 41 PLF < w < 99 PLF",Non-Seismic Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.071c,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, Chevron Brace, Brace w > 100 PLF",Non-Seismic Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.072a,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, Single Diagonal Brace, Brace w < 40 PLF",Non-Seismic Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.072b,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, Single Diagonal Brace, 41 PLF < w < 99 PLF",Non-Seismic Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.072c,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, Single Diagonal Brace, Brace w > 100 PLF",Non-Seismic Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.073a,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, X Brace, Brace w < 40 PLF",Non-Seismic Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.073b,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, X Brace, Brace 41 PLF < w < 99 PLF",Non-Seismic Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.073c,"Costing on a per bay basis, equivalent to current AISC R=3. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",1,each,"Braced frame, design for factored loads, no additional seismic detailing, X Brace, Brace w > 100 PLF",Non-Seismic Brace,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1033.101a,None,1,each,"Steel Buckling Restrained Brace (BRB), Chevron Brace, Weight of brace < 40 plf.",Steel Buckling Restrained Brace,structural,John Wallace,TRUE,1,0,NA,5,0,1 +B1033.101b,None,1,each,"Steel Buckling Restrained Brace (BRB), Chevron brace, Weight of brace > 41 plf and < 99 plf.",Steel Buckling Restrained Brace,structural,John Wallace,TRUE,1,0,NA,5,0,1 +B1033.101c,None,1,each,"Steel Buckling Restrained Brace (BRB), Chevron Brace, Weight of brace > 100 plf.",Steel Buckling Restrained Brace,structural,John Wallace,TRUE,1,0,NA,5,0,1 +B1033.111a,None,1,each,"Steel Buckling Restrained Brace (BRB), Single Diagonal Brace, Weight of brace < 40 plf.",Steel Buckling Restrained Brace,structural,John Wallace,TRUE,1,0,NA,5,0,1 +B1033.111b,None,1,each,"Steel Buckling Restrained Brace (BRB), Single Diagonal brace, Weight of brace > 41 plf and < 99 plf.",Steel Buckling Restrained Brace,structural,John Wallace,TRUE,1,0,NA,5,0,1 +B1033.111c,None,1,each,"Steel Buckling Restrained Brace (BRB), Single Diagonal Brace, Weight of brace > 100 plf.",Steel Buckling Restrained Brace,structural,John Wallace,TRUE,1,0,NA,5,0,1 +B1033.511a,"Buckling restrained brace (BRB) with welded beam-to-column connections. The BRB has been designed in accordance with the overall stability requirements implied by AISC 341-22 Section 4.4e which includes: consideration of BRB stability for out of plane failure (e.g., neck and connectors), consideration of frame action effects when designing gusset plates, proper capacity design checks for framing members (e.g., stiffener and doubler plates as required). Beam-to-column connections satisfy the requirements of AISC 341-22 Section F6.b options (b) or (c). All other conformance demonstration mandated by AISC 341-22 is satisfied. ",1,each,"Steel buckling restrained brace (BRB), AISC 341-22 conforming, Moment-connected beams, Chevron (or V) configuration, Weight of brace is < 40 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.511b,"Buckling restrained brace (BRB) with welded beam-to-column connections. The BRB has been designed in accordance with the overall stability requirements implied by AISC 341-22 Section 4.4e which includes: consideration of BRB stability for out of plane failure (e.g., neck and connectors), consideration of frame action effects when designing gusset plates, proper capacity design checks for framing members (e.g., stiffener and doubler plates as required). Beam-to-column connections satisfy the requirements of AISC 341-22 Section F6.b options (b) or (c). All other conformance demonstration mandated by AISC 341-22 is satisfied. ",1,each,"Steel buckling restrained brace (BRB), AISC 341-22 conforming, Moment-connected beams, Chevron (or V) configuration, Weight of brace is 41 plf < w < 99 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.511c,"Buckling restrained brace (BRB) with welded beam-to-column connections. The BRB has been designed in accordance with the overall stability requirements implied by AISC 341-22 Section 4.4e which includes: consideration of BRB stability for out of plane failure (e.g., neck and connectors), consideration of frame action effects when designing gusset plates, proper capacity design checks for framing members (e.g., stiffener and doubler plates as required). Beam-to-column connections satisfy the requirements of AISC 341-22 Section F6.b options (b) or (c). All other conformance demonstration mandated by AISC 341-22 is satisfied. ",1,each,"Steel buckling restrained brace (BRB), AISC 341-22 conforming, Moment-connected beams, Chevron (or V) configuration, Weight of brace is > 100 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.512a,"Buckling restrained brace (BRB) with welded beam-to-column connections. The BRB has been designed in accordance with the overall stability requirements implied by AISC 341-22 Section 4.4e which includes: consideration of BRB stability for out of plane failure (e.g., neck and connectors), consideration of frame action effects when designing gusset plates, proper capacity design checks for framing members (e.g., stiffener and doubler plates as required). Beam-to-column connections satisfy the requirements of AISC 341-22 Section F6.b options (b) or (c). All other conformance demonstration mandated by AISC 341-22 is satisfied. ",1,each,"Steel buckling restrained brace (BRB), AISC 341-22 conforming, Moment-connected beams, Single diagonal configuration, Weight of brace is < 40 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.512b,"Buckling restrained brace (BRB) with welded beam-to-column connections. The BRB has been designed in accordance with the overall stability requirements implied by AISC 341-22 Section 4.4e which includes: consideration of BRB stability for out of plane failure (e.g., neck and connectors), consideration of frame action effects when designing gusset plates, proper capacity design checks for framing members (e.g., stiffener and doubler plates as required). Beam-to-column connections satisfy the requirements of AISC 341-22 Section F6.b options (b) or (c). All other conformance demonstration mandated by AISC 341-22 is satisfied. ",1,each,"Steel buckling restrained brace (BRB), AISC 341-22 conforming, Moment-connected beams, Single diagonal configuration, Weight of brace is 41 plf < w < 99 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.512c,"Buckling restrained brace (BRB) with welded beam-to-column connections. The BRB has been designed in accordance with the overall stability requirements implied by AISC 341-22 Section 4.4e which includes: consideration of BRB stability for out of plane failure (e.g., neck and connectors), consideration of frame action effects when designing gusset plates, proper capacity design checks for framing members (e.g., stiffener and doubler plates as required). Beam-to-column connections satisfy the requirements of AISC 341-22 Section F6.b options (b) or (c). All other conformance demonstration mandated by AISC 341-22 is satisfied. ",1,each,"Steel buckling restrained brace (BRB), AISC 341-22 conforming, Moment-connected beams, Single diagonal configuration, Weight of brace is > 100 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.521a,"Buckling restrained brace (BRB) with simple beam-to-column connections. The BRB has been designed in accordance with the overall stability requirements implied by AISC 341-22 Section 4.4e which includes: consideration of BRB stability for out of plane failure (e.g., neck and connectors), consideration of frame action effects when designing gusset plates, proper capacity design checks for framing members (e.g., stiffener and doubler plates as required). Beam-to-column connections satisfy the requirements of AISC 341-22 Section F6.b option (a) that can be shown to posses a rotation capacity of 0.025 radians or greater. All other conformance demonstration mandated by AISC 341-22 is satisfied. ",1,each,"Steel buckling restrained brace (BRB), AISC 341-22 conforming, Simply-connected beams, Chevron (or V) configuration, Weight of brace is < 40 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.521b,"Buckling restrained brace (BRB) with simple beam-to-column connections. The BRB has been designed in accordance with the overall stability requirements implied by AISC 341-22 Section 4.4e which includes: consideration of BRB stability for out of plane failure (e.g., neck and connectors), consideration of frame action effects when designing gusset plates, proper capacity design checks for framing members (e.g., stiffener and doubler plates as required). Beam-to-column connections satisfy the requirements of AISC 341-22 Section F6.b option (a) that can be shown to posses a rotation capacity of 0.025 radians or greater. All other conformance demonstration mandated by AISC 341-22 is satisfied. ",1,each,"Steel buckling restrained brace (BRB), AISC 341-22 conforming, Simply-connected beams, Chevron (or V) configuration, Weight of brace is 41 plf < w < 99 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.521c,"Buckling restrained brace (BRB) with simple beam-to-column connections. The BRB has been designed in accordance with the overall stability requirements implied by AISC 341-22 Section 4.4e which includes: consideration of BRB stability for out of plane failure (e.g., neck and connectors), consideration of frame action effects when designing gusset plates, proper capacity design checks for framing members (e.g., stiffener and doubler plates as required). Beam-to-column connections satisfy the requirements of AISC 341-22 Section F6.b option (a) that can be shown to posses a rotation capacity of 0.025 radians or greater. All other conformance demonstration mandated by AISC 341-22 is satisfied. ",1,each,"Steel buckling restrained brace (BRB), AISC 341-22 conforming, Simply-connected beams, Chevron (or V) configuration, Weight of brace is > 100 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.522a,"Buckling restrained brace (BRB) with simple beam-to-column connections. The BRB has been designed in accordance with the overall stability requirements implied by AISC 341-22 Section 4.4e which includes: consideration of BRB stability for out of plane failure (e.g., neck and connectors), consideration of frame action effects when designing gusset plates, proper capacity design checks for framing members (e.g., stiffener and doubler plates as required). Beam-to-column connections satisfy the requirements of AISC 341-22 Section F6.b option (a) that can be shown to posses a rotation capacity of 0.025 radians or greater. All other conformance demonstration mandated by AISC 341-22 is satisfied. ",1,each,"Steel buckling restrained brace (BRB), AISC 341-22 conforming, Simply-connected beams, Single diagonal configuration, Weight of brace is < 40 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.522b,"Buckling restrained brace (BRB) with simple beam-to-column connections. The BRB has been designed in accordance with the overall stability requirements implied by AISC 341-22 Section 4.4e which includes: consideration of BRB stability for out of plane failure (e.g., neck and connectors), consideration of frame action effects when designing gusset plates, proper capacity design checks for framing members (e.g., stiffener and doubler plates as required). Beam-to-column connections satisfy the requirements of AISC 341-22 Section F6.b option (a) that can be shown to posses a rotation capacity of 0.025 radians or greater. All other conformance demonstration mandated by AISC 341-22 is satisfied. ",1,each,"Steel buckling restrained brace (BRB), AISC 341-22 conforming, Simply-connected beams, Single diagonal configuration, Weight of brace is 41 plf < w < 99 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.522c,"Buckling restrained brace (BRB) with simple beam-to-column connections. The BRB has been designed in accordance with the overall stability requirements implied by AISC 341-22 Section 4.4e which includes: consideration of BRB stability for out of plane failure (e.g., neck and connectors), consideration of frame action effects when designing gusset plates, proper capacity design checks for framing members (e.g., stiffener and doubler plates as required). Beam-to-column connections satisfy the requirements of AISC 341-22 Section F6.b option (a) that can be shown to posses a rotation capacity of 0.025 radians or greater. All other conformance demonstration mandated by AISC 341-22 is satisfied. ",1,each,"Steel buckling restrained brace (BRB), AISC 341-22 conforming, Simply-connected beams, Single diagonal configuration, Weight of brace is > 100 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.531a,Buckling restrained brace with welded beam-to-column connections. The BRB has been designed in accordance with AISC 341-16 or earlier. The overall stability of the BRB and framing member design is based on code minimum requirements of AISC 341-16 or earlier and it is unknown whether additional stability considerations now implied by AISC-341-22 are met. Beam-to-column connections satisfy ASIC 341-16 F6.b options (b) or (c).,1,each,"Steel buckling restrained brace (BRB), Pre-AISC 341-22 design, Moment-connected beams, Chevron (or V) configuration, Weight of brace is < 40 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.531b,Buckling restrained brace with welded beam-to-column connections. The BRB has been designed in accordance with AISC 341-16 or earlier. The overall stability of the BRB and framing member design is based on code minimum requirements of AISC 341-16 or earlier and it is unknown whether additional stability considerations now implied by AISC-341-22 are met. Beam-to-column connections satisfy ASIC 341-16 F6.b options (b) or (c).,1,each,"Steel buckling restrained brace (BRB), Pre-AISC 341-22 design, Moment-connected beams, Chevron (or V) configuration, Weight of brace is 41 plf < w < 99 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.531c,Buckling restrained brace with welded beam-to-column connections. The BRB has been designed in accordance with AISC 341-16 or earlier. The overall stability of the BRB and framing member design is based on code minimum requirements of AISC 341-16 or earlier and it is unknown whether additional stability considerations now implied by AISC-341-22 are met. Beam-to-column connections satisfy ASIC 341-16 F6.b options (b) or (c).,1,each,"Steel buckling restrained brace (BRB), Pre-AISC 341-22 design, Moment-connected beams, Chevron (or V) configuration, Weight of brace is > 100 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.532a,Buckling restrained brace with welded beam-to-column connections. The BRB has been designed in accordance with AISC 341-16 or earlier. The overall stability of the BRB and framing member design is based on code minimum requirements of AISC 341-16 or earlier and it is unknown whether additional stability considerations now implied by AISC-341-22 are met. Beam-to-column connections satisfy ASIC 341-16 F6.b options (b) or (c).,1,each,"Steel buckling restrained brace (BRB), Pre-AISC 341-22 design, Moment-connected beams, Single diagonal configuration, Weight of brace is < 40 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.532b,Buckling restrained brace with welded beam-to-column connections. The BRB has been designed in accordance with AISC 341-16 or earlier. The overall stability of the BRB and framing member design is based on code minimum requirements of AISC 341-16 or earlier and it is unknown whether additional stability considerations now implied by AISC-341-22 are met. Beam-to-column connections satisfy ASIC 341-16 F6.b options (b) or (c).,1,each,"Steel buckling restrained brace (BRB), Pre-AISC 341-22 design, Moment-connected beams, Single diagonal configuration, Weight of brace is 41 plf < w < 99 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.532c,Buckling restrained brace with welded beam-to-column connections. The BRB has been designed in accordance with AISC 341-16 or earlier. The overall stability of the BRB and framing member design is based on code minimum requirements of AISC 341-16 or earlier and it is unknown whether additional stability considerations now implied by AISC-341-22 are met. Beam-to-column connections satisfy ASIC 341-16 F6.b options (b) or (c).,1,each,"Steel buckling restrained brace (BRB), Pre-AISC 341-22 design, Moment-connected beams, Single diagonal configuration, Weight of brace is > 100 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.541a,Buckling restrained brace with simple beam-to-column connections. The BRB has been designed in accordance with AISC 341-16 or earlier. The overall stability of the BRB and framing member design is based on code minimum requirements of AISC 341-16 or earlier and it is unknown whether additional stability considerations now implied by AISC-341-22 are met. Beam-to-column connections satisfy ASIC 341-16 F6.b options (a) that can be shown to posses a rotation capacity of 0.025 radians or greater.,1,each,"Steel buckling restrained brace (BRB), Pre-AISC 341-22 design, Simply connected beams, Chevron (or V) configuration, Weight of brace is < 40 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.541b,Buckling restrained brace with simple beam-to-column connections. The BRB has been designed in accordance with AISC 341-16 or earlier. The overall stability of the BRB and framing member design is based on code minimum requirements of AISC 341-16 or earlier and it is unknown whether additional stability considerations now implied by AISC-341-22 are met. Beam-to-column connections satisfy ASIC 341-16 F6.b options (a) that can be shown to posses a rotation capacity of 0.025 radians or greater.,1,each,"Steel buckling restrained brace (BRB), Pre-AISC 341-22 design, Simply connected beams, Chevron (or V) configuration, Weight of brace is 41 plf < w < 99 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.541c,Buckling restrained brace with simple beam-to-column connections. The BRB has been designed in accordance with AISC 341-16 or earlier. The overall stability of the BRB and framing member design is based on code minimum requirements of AISC 341-16 or earlier and it is unknown whether additional stability considerations now implied by AISC-341-22 are met. Beam-to-column connections satisfy ASIC 341-16 F6.b options (a) that can be shown to posses a rotation capacity of 0.025 radians or greater.,1,each,"Steel buckling restrained brace (BRB), Pre-AISC 341-22 design, Simply connected beams, Chevron (or V) configuration, Weight of brace is > 100 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.542a,Buckling restrained brace with simple beam-to-column connections. The BRB has been designed in accordance with AISC 341-16 or earlier. The overall stability of the BRB and framing member design is based on code minimum requirements of AISC 341-16 or earlier and it is unknown whether additional stability considerations now implied by AISC-341-22 are met. Beam-to-column connections satisfy ASIC 341-16 F6.b options (a) that can be shown to posses a rotation capacity of 0.025 radians or greater.,1,each,"Steel buckling restrained brace (BRB), Pre-AISC 341-22 design, Simply connected beams, Single diagonal configuration, Weight of brace is < 40 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.542b,Buckling restrained brace with simple beam-to-column connections. The BRB has been designed in accordance with AISC 341-16 or earlier. The overall stability of the BRB and framing member design is based on code minimum requirements of AISC 341-16 or earlier and it is unknown whether additional stability considerations now implied by AISC-341-22 are met. Beam-to-column connections satisfy ASIC 341-16 F6.b options (a) that can be shown to posses a rotation capacity of 0.025 radians or greater.,1,each,"Steel buckling restrained brace (BRB), Pre-AISC 341-22 design, Simply connected beams, Single diagonal configuration, Weight of brace is 41 plf < w < 99 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1033.542c,Buckling restrained brace with simple beam-to-column connections. The BRB has been designed in accordance with AISC 341-16 or earlier. The overall stability of the BRB and framing member design is based on code minimum requirements of AISC 341-16 or earlier and it is unknown whether additional stability considerations now implied by AISC-341-22 are met. Beam-to-column connections satisfy ASIC 341-16 F6.b options (a) that can be shown to posses a rotation capacity of 0.025 radians or greater.,1,each,"Steel buckling restrained brace (BRB), Pre-AISC 341-22 design, Simply connected beams, Single diagonal configuration, Weight of brace is > 100 plf",Steel Buckling Restrained Brace,structural,HBRG,FALSE,1,0,NA,5,0,1 +B1035.001,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge RBS connection with welded web, beam one side of column only, beam depth <= W27",Welded Steel Moment Connection,structural,Greg Deierlein,TRUE,1,0,NA,6,0,1 +B1035.002,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge RBS connection with welded web, beam one side of column only, beam depth >= W30",Welded Steel Moment Connection,structural,Greg Deierlein,TRUE,1,0,NA,6,0,1 +B1035.011,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge RBS connection with welded web, beams both sides of column, beam depth <= W27",Welded Steel Moment Connection,structural,Greg Deierlein,TRUE,1,0,NA,6,0,1 +B1035.012,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge RBS connection with welded web, beams both sides of column, beam depth >= W30",Welded Steel Moment Connection,structural,Greg Deierlein,TRUE,1,0,NA,6,0,1 +B1035.021,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge welded steel moment connection other than RBS, beam one side, beam depth <= W27",Welded Steel Moment Connection,structural,Greg Deierlein,TRUE,1,0,NA,6,0,1 +B1035.022,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge welded steel moment connection other than RBS, beam one side, beam depth >= W30",Welded Steel Moment Connection,structural,Greg Deierlein,TRUE,1,0,NA,6,0,1 +B1035.031,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge welded steel moment connection other than RBS, beams both sides, beam depth <= W27",Welded Steel Moment Connection,structural,Greg Deierlein,TRUE,1,0,NA,6,0,1 +B1035.032,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Post-Northridge welded steel moment connection other than RBS, beams both sides, beam depth >= W30",Welded Steel Moment Connection,structural,Greg Deierlein,TRUE,1,0,NA,6,0,1 +B1035.041,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Pre-Northridge WUF-B beam-column joint, beam one side of column, beam depth <= W27",Welded Steel Moment Connection,structural,Greg Deierlein,TRUE,1,0,NA,6,0,1 +B1035.042,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Pre-Northridge WUF-B beam-column joint, beam one side of column, beam depth >= W30",Welded Steel Moment Connection,structural,Greg Deierlein,TRUE,1,0,NA,6,0,1 +B1035.051,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Pre-Northridge WUF-B beam-column joint, beam both sides of column, beam depth <= W27",Welded Steel Moment Connection,structural,Greg Deierlein,TRUE,1,0,NA,6,0,1 +B1035.052,Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"Pre-Northridge WUF-B beam-column joint, beam both sides of column, beam depth >= W30",Welded Steel Moment Connection,structural,Greg Deierlein,TRUE,1,0,NA,6,0,1 +B1035.061a,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"EBF Shear Link, no floor beams, link w < 100 PLF",EBF Shear Link,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1035.061b,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"EBF Shear Link, no floor beams, link w < 200 PLF",EBF Shear Link,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1035.062a,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"EBF Shear Link, with floor beams, link w < 100 PLF",EBF Shear Link,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1035.062b,Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.,1,each,"EBF Shear Link, with floor beams, link w < 200 PLF",EBF Shear Link,structural,Not Given,TRUE,1,0,NA,5,0,1 +B1035.900,BRBF Gusset - accounts for two corner gussets within a frame bay. Consequences are roughly based on replacement of a fractured CBF and gusset (e.g. B1033.001b) approx 0.25x the cost and 0.5x the time. All dispersions assumed to be 0.5.,1,each,BRBF Gusset,BRBF Gusset,structural,HBRG,FALSE,1,0,NA,5,0,2 +B1041.001a,"ACI318 Concrete SMF, ductile response. Meets the requirements of ACI318 SMF. Costing is on a per joint basis.",1,each,"ACI 318 SMF , Conc Col & Bm = 24"" x 24"", Beam one side","SMF , Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.001b,"ACI318 Concrete SMF, ductile response. Meets the requirements of ACI318 SMF. Costing is on a per joint basis.",1,each,"ACI 318 SMF , Conc Col & Bm = 24"" x 24"", Beam both sides","SMF , Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.002a,"ACI318 Concrete SMF, ductile response. Meets the requirements of ACI318 SMF. Costing is on a per joint basis.",1,each,"ACI 318 SMF , Conc Col & Bm = 24"" x 36"", Beam one side","SMF , Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.002b,"ACI318 Concrete SMF, ductile response. Meets the requirements of ACI318 SMF. Costing is on a per joint basis.",1,each,"ACI 318 SMF , Conc Col & Bm = 24"" x 36"", Beam both sides","SMF , Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.003a,"ACI318 Concrete SMF, ductile response. Meets the requirements of ACI318 SMF. Costing is on a per joint basis.",1,each,"ACI 318 SMF , Conc Col & Bm = 36"" x 36"", Beam one side","SMF , Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.003b,"ACI318 Concrete SMF, ductile response. Meets the requirements of ACI318 SMF. Costing is on a per joint basis.",1,each,"ACI 318 SMF , Conc Col & Bm = 36"" x 36"", Beam both sides","SMF , Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.011a,"Non-conforming SMF, joint shear damage, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2. Costing is on a per joint basis.",1,each,"MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24"" x 24"", Beam one side","SMF , Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.011b,"Non-conforming SMF, joint shear damage, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2. Costing is on a per joint basis.",1,each,"MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24"" x 24"", Beam both sides","SMF , Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.012a,"Non-conforming SMF, joint shear damage, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2. Costing is on a per joint basis.",1,each,"MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24"" x 36"", Beam one side","SMF , Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.012b,"Non-conforming SMF, joint shear damage, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2. Costing is on a per joint basis.",1,each,"MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24"" x 36"", Beam both sides","SMF , Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.013a,"Non-conforming SMF, joint shear damage, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2. Costing is on a per joint basis.",1,each,"MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 36"" x 36"", Beam one side","SMF , Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.013b,"Non-conforming SMF, joint shear damage, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2. Costing is on a per joint basis.",1,each,"MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 36"" x 36"", Beam both sides","SMF , Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.021a,"ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response. Meets the following requirements: (1) Column Pu < 0.3Agf'c Costing is on a per joint basis.",1,each,"ACI 318 IMF, Conc Col & Bm = 24"" x 24"", Beam one side","IMF, Conc Col & Bm",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.021b,"ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response. Meets the following requirements: (1) Column Pu < 0.3Agf'c Costing is on a per joint basis.",1,each,"ACI 318 IMF, Conc Col & Bm = 24"" x 24"", Beam both sides","IMF, Conc Col & Bm",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.022a,"ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response. Meets the following requirements: (1) Column Pu < 0.3Agf'c Costing is on a per joint basis.",1,each,"ACI 318 IMF, Conc Col & Bm = 24"" x 36"", Beam one side","IMF, Conc Col & Bm",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.022b,"ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response. Meets the following requirements: (1) Column Pu < 0.3Agf'c Costing is on a per joint basis.",1,each,"ACI 318 IMF, Conc Col & Bm = 24"" x 36"", Beam both sides","IMF, Conc Col & Bm",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.023a,"ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response. Meets the following requirements: (1) Column Pu < 0.3Agf'c Costing is on a per joint basis.",1,each,"ACI 318 IMF, Conc Col & Bm = 36"" x 36"", Beam one side","IMF, Conc Col & Bm",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.023b,"ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response. Meets the following requirements: (1) Column Pu < 0.3Agf'c Costing is on a per joint basis.",1,each,"ACI 318 IMF, Conc Col & Bm = 36"" x 36"", Beam both sides","IMF, Conc Col & Bm",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.031a,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 24"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.031b,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 24"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.032a,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.032b,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.033a,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 36"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.033b,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 36"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.041a,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24"" x 24"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.041b,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24"" x 24"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.042a,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.042b,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.043a,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 36"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.043b,"ACI318 OMF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 36"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.051a,"ACI318 OMF, beam flexure-shear or shear failure, beam flexural response. Meets the following requirements: (1) Beam Vn < Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24"" x 24"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.051b,"ACI318 OMF, beam flexure-shear or shear failure, beam flexural response. Meets the following requirements: (1) Beam Vn < Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24"" x 24"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.052a,"ACI318 OMF, beam flexure-shear or shear failure, beam flexural response. Meets the following requirements: (1) Beam Vn < Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.052b,"ACI318 OMF, beam flexure-shear or shear failure, beam flexural response. Meets the following requirements: (1) Beam Vn < Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.053a,"ACI318 OMF, beam flexure-shear or shear failure, beam flexural response. Meets the following requirements: (1) Beam Vn < Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 36"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.053b,"ACI318 OMF, beam flexure-shear or shear failure, beam flexural response. Meets the following requirements: (1) Beam Vn < Veq. Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 36"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.061a,"ACI318 OMF, column shear or flexural-shear failure, column flexural response. Meets the following requirements: (1) Column Pu < 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak columns, Conc Col & Bm = 24"" x 24"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.061b,"ACI318 OMF, column shear or flexural-shear failure, column flexural response. Meets the following requirements: (1) Column Pu < 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak columns, Conc Col & Bm = 24"" x 24"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.062a,"ACI318 OMF, column shear or flexural-shear failure, column flexural response. Meets the following requirements: (1) Column Pu < 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak columns, Conc Col & Bm = 24"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.062b,"ACI318 OMF, column shear or flexural-shear failure, column flexural response. Meets the following requirements: (1) Column Pu < 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak columns, Conc Col & Bm = 24"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.063a,"ACI318 OMF, column shear or flexural-shear failure, column flexural response. Meets the following requirements: (1) Column Pu < 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak columns, Conc Col & Bm = 36"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.063b,"ACI318 OMF, column shear or flexural-shear failure, column flexural response. Meets the following requirements: (1) Column Pu < 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF with weak columns, Conc Col & Bm = 36"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.071a,"ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load. Column flexural-shear response. Meets the following requirements: (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24"" x 24"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.071b,"ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load. Column flexural-shear response. Meets the following requirements: (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24"" x 24"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.072a,"ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load. Column flexural-shear response. Meets the following requirements: (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.072b,"ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load. Column flexural-shear response. Meets the following requirements: (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.073a,"ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load. Column flexural-shear response. Meets the following requirements: (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 36"" x 36"", Beam one side","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.073b,"ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load. Column flexural-shear response. Meets the following requirements: (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 36"" x 36"", Beam both sides","OMF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.081a,"Non-Conforming MF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) HIGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 24"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.081b,"Non-Conforming MF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) HIGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 24"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.082a,"Non-Conforming MF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) HIGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.082b,"Non-Conforming MF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) HIGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.083a,"Non-Conforming MF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) HIGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 36"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.083b,"Non-Conforming MF, joint shear failure, beam flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) HIGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 36"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.091a,"Non-Conforming MF, joint shear failure, column flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24"" x 24"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.091b,"Non-Conforming MF, joint shear failure, column flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24"" x 24"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.092a,"Non-Conforming MF, joint shear failure, column flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.092b,"Non-Conforming MF, joint shear failure, column flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.093a,"Non-Conforming MF, joint shear failure, column flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 36"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.093b,"Non-Conforming MF, joint shear failure, column flexural response. Meets the following requirements: (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2. Costing is on a per joint basis.",1,each,"Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 36"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.101a,"Non-Conforming MF, beam shear failure, beam flexural response. Meets the following requirements: (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing. Costing is on a per joint basis.",1,each,"Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24"" x 24"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.101b,"Non-Conforming MF, beam shear failure, beam flexural response. Meets the following requirements: (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing. Costing is on a per joint basis.",1,each,"Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24"" x 24"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.102a,"Non-Conforming MF, beam shear failure, beam flexural response. Meets the following requirements: (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing. Costing is on a per joint basis.",1,each,"Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.102b,"Non-Conforming MF, beam shear failure, beam flexural response. Meets the following requirements: (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing. Costing is on a per joint basis.",1,each,"Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.103a,"Non-Conforming MF, beam shear failure, beam flexural response. Meets the following requirements: (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing. Costing is on a per joint basis.",1,each,"Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 36"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.103b,"Non-Conforming MF, beam shear failure, beam flexural response. Meets the following requirements: (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing. Costing is on a per joint basis.",1,each,"Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 36"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.111a,"Non-Conforming MF, column flexure-shear or shear failure, column flexural response. Meets the following requirements: (1) [TBD] Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns, Conc Col & Bm = 24"" x 24"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.111b,"Non-Conforming MF, column flexure-shear or shear failure, column flexural response. Meets the following requirements: (1) [TBD] Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns, Conc Col & Bm = 24"" x 24"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.112a,"Non-Conforming MF, column flexure-shear or shear failure, column flexural response. Meets the following requirements: (1) [TBD] Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns, Conc Col & Bm = 24"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.112b,"Non-Conforming MF, column flexure-shear or shear failure, column flexural response. Meets the following requirements: (1) [TBD] Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns, Conc Col & Bm = 24"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.113a,"Non-Conforming MF, column flexure-shear or shear failure, column flexural response. Meets the following requirements: (1) [TBD] Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns, Conc Col & Bm = 36"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.113b,"Non-Conforming MF, column flexure-shear or shear failure, column flexural response. Meets the following requirements: (1) [TBD] Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns, Conc Col & Bm = 36"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.121a,"Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response. Meets the following requirements: (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24"" x 24"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.121b,"Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response. Meets the following requirements: (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24"" x 24"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.122a,"Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response. Meets the following requirements: (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.122b,"Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response. Meets the following requirements: (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.123a,"Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response. Meets the following requirements: (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 36"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.123b,"Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response. Meets the following requirements: (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq Costing is on a per joint basis.",1,each,"Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 36"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.131a,"Non-Conforming MF, non-ductile failure, non-ductile response. May exhibit the following: (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii. Costing is on a per joint basis.",1,each,"Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24"" x 24"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.131b,"Non-Conforming MF, non-ductile failure, non-ductile response. May exhibit the following: (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii. Costing is on a per joint basis.",1,each,"Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24"" x 24"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.132a,"Non-Conforming MF, non-ductile failure, non-ductile response. May exhibit the following: (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii. Costing is on a per joint basis.",1,each,"Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.132b,"Non-Conforming MF, non-ductile failure, non-ductile response. May exhibit the following: (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii. Costing is on a per joint basis.",1,each,"Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.133a,"Non-Conforming MF, non-ductile failure, non-ductile response. May exhibit the following: (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii. Costing is on a per joint basis.",1,each,"Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 36"" x 36"", Beam one side","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1041.133b,"Non-Conforming MF, non-ductile failure, non-ductile response. May exhibit the following: (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii. Costing is on a per joint basis.",1,each,"Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 36"" x 36"", Beam both sides","Non-conforming MF, Conc Col & Bm ",structural,Laura Lowes,TRUE,1,0,NA,7,0,1 +B1042.001a,None,1,each,"Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam < 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,TRUE,1,0,NA,1,0,2 +B1042.001b,None,1,each,"Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam < 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,TRUE,1,0,NA,1,0,2 +B1042.002a,None,1,each,"Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam < 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,TRUE,1,0,NA,1,0,2 +B1042.002b,None,1,each,"Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam < 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,TRUE,1,0,NA,1,0,2 +B1042.011a,None,1,each,"Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam > 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,TRUE,1,0,NA,1,0,2 +B1042.011b,None,1,each,"Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam > 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,TRUE,1,0,NA,1,0,2 +B1042.012a,None,1,each,"Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam > 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,TRUE,1,0,NA,1,0,2 +B1042.012b,None,1,each,"Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam > 16"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,TRUE,1,0,NA,1,0,2 +B1042.021a,None,1,each,"Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam > 24"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,TRUE,1,0,NA,1,0,2 +B1042.021b,None,1,each,"Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam > 24"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,TRUE,1,0,NA,1,0,2 +B1042.022a,None,1,each,"Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam > 24"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,TRUE,1,0,NA,1,0,2 +B1042.022b,None,1,each,"Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam > 24"" wide and depth < 30""",Concrete Link Beam,structural,John Wallace,TRUE,1,0,NA,1,0,2 +B1044.001,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Rectangular low aspect ratio concrete walls 8"" or less thick single curtain up to 15' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.002,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Rectangular low aspect ratio concrete walls 8"" or less thick single curtain 16' high to 24' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.003,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Rectangular low aspect ratio concrete walls 8"" or less thick single curtain 25' high to 40' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.004,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 8"" or less thick single curtain up to 15' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.005,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 8"" or less thick single curtain 16' high to 24' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.006,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 8"" or less thick single curtain 25' high to 40' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.011,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Rectangular low aspect ratio concrete walls 8""-16"" double curtain; with heights of up to 15'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.012,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Rectangular low aspect ratio concrete walls 8""-16"" double curtain; with heights of 16' to 24'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.013,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Rectangular low aspect ratio concrete walls 8""-16"" double curtain; with heights of 24' to 40'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.014,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 8""-16"" double curtain; with heights of up to 15'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.015,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 8""-16"" double curtain; with heights of 16' to 24'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.016,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 8""-16"" double curtain; with heights of 24' to 40'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.021,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Rectangular low aspect ratio concrete walls 18""-24"" thick with double curtain and heights up to 15'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.022,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Rectangular low aspect ratio concrete walls 18""-24"" thick with double curtain and heights 16' - 24'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.023,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Rectangular low aspect ratio concrete walls 18""-24"" thick with double curtain and heights 25' - 40'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.024,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 18""-24"" thick with double curtain and heights up to 15'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.025,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 18""-24"" thick with double curtain and heights 16' - 24'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.026,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing rectangular low aspect ratio concrete walls 18""-24"" thick with double curtain and heights 25' - 40'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.031,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Low-rise reinforced concrete walls with return flanges, less than 8"" thick up to 15' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.032,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Low-rise reinforced concrete walls with return flanges, less than 8"" thick, 16' to 24' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.033,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Low-rise reinforced concrete walls with return flanges, less than 8"" thick, 25' to 40' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.034,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, less than 8"" thick up to 15' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.035,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, less than 8"" thick, 16' to 24' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.036,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, less than 8"" thick, 25' to 40' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.041,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Low-rise reinforced concrete walls with return flanges, 8"" to 16"" thick up to 15' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.042,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Low-rise reinforced concrete walls with return flanges, 8"" to 16"" thick, 16' to 24' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.043,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Low-rise reinforced concrete walls with return flanges, 8"" to 16"" thick, 25' to 40' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.044,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, 8"" to 16"" thick up to 15' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.045,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, 8"" to 16"" thick, 16' to 24' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.046,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, 8"" to 16"" thick, 25' to 40' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.051,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Low-rise reinforced concrete walls with return flanges, 17"" to 24"" thick"" up to 15' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.052,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Low-rise reinforced concrete walls with return flanges, 17"" to 24"" thick, 16' to 24' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.053,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Low-rise reinforced concrete walls with return flanges, 17"" to 24"" thick, 25' to 40' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.054,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, 17"" to 24"" thick"" up to 15' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.055,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, 17"" to 24"" thick, 16' to 24' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.056,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing low-rise reinforced concrete walls with return flanges, 17"" to 24"" thick, 25' to 40' high",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.061,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Low rise reinforced concrete walls with boundary columns, less than 8"" thick, height <15'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.062,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Low rise reinforced concrete walls with boundary columns, less than 8"" thick, height between 16'-24'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.063,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Low rise reinforced concrete walls with boundary columns, less than 8"" thick, height between 24'-40'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.064,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, less than 8"" thick, height <15'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.065,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, less than 8"" thick, height between 16'-24'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.066,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, less than 8"" thick, height between 24'-40'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.071,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Low rise reinforced concrete walls with boundary columns, 8"" to 16"" thick, height <15'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.072,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Low rise reinforced concrete walls with boundary columns, 8"" to 16"" thick, height between 16'-24'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.073,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Low rise reinforced concrete walls with boundary columns, 8"" to 16"" thick, height between 24'-40'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.074,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, 8"" to 16"" thick, height <15'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.075,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, 8"" to 16"" thick, height between 16'-24'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.076,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, 8"" to 16"" thick, height between 24'-40'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.081,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"Low rise reinforced concrete walls with boundary columns, 17""-24"" thick, height <15'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.082,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"Low rise reinforced concrete walls with boundary columns, 17""-24"" thick, height between 16'-24'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.083,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"Low rise reinforced concrete walls with boundary columns, 17""-24"" thick, height between 24'-40'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.084,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, 17""-24"" thick, height <15'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.085,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, 17""-24"" thick, height between 16'-24'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.086,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing low rise reinforced concrete walls with boundary columns, 17""-24"" thick, height between 24'-40'",RC Shear Wall,structural,Andrew Whittaker,TRUE,1,0,NA,1,0,1 +B1044.091,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 12"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.092,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 12"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.093,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 12"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.094,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 12"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.095,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 12"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.096,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 12"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.101,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 18"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.102,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 18"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.103,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 18"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.104,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 18"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.105,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 18"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.106,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 18"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.111,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 30"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.112,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 30"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.113,Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"Slender Concrete Wall, 30"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.114,"Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",144,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 30"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.115,"Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",400,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 30"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.116,"Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2",900,sf,"(ATC-138 Beta) Load bearing slender Concrete Wall, 30"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,TRUE,1,0,NA,1,0,1 +B1044.201a,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, pre 1976, 24 ft. to roof, 20 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.201b,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, pre 1976, 27 ft. to roof, 20 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.202a,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, pre 1976, 24 ft. to roof, 25 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.202b,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, pre 1976, 27 ft. to roof, 25 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.203a,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, pre 1976, 24 ft. to roof, 30 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.203b,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, pre 1976, 6.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, pre 1976, 27 ft. to roof, 30 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.211a,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, 1976 through 1996, 24 ft. to roof, 20 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.211b,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, 1976 through 1996, 27 ft. to roof, 20 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.211c,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 30 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 30 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, 1976 through 1996, 30 ft. to roof, 20 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.212a,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, 1976 through 1996, 24 ft. to roof, 25 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.212b,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, 1976 through 1996, 27 ft. to roof, 25 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.212c,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 30 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 30 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, 1976 through 1996, 30 ft. to roof, 25 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.213a,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 24 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, 1976 through 1996, 24 ft. to roof, 30 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.213b,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 27 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, 1976 through 1996, 27 ft. to roof, 30 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.213c,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 30 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, 1976 through 1996, 7.5 in. thick, 30 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, 1976 through 1996, 30 ft. to roof, 30 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.221a,"Precast tilt-up panel, post 1996, 9.25 in. thick, 24 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 24 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, post 1996, 24 ft. to roof, 20 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.221b,"Precast tilt-up panel, post 1996, 9.25 in. thick, 27 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 27 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, post 1996, 27 ft. to roof, 20 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.221c,"Precast tilt-up panel, post 1996, 9.25 in. thick, 30 ft. to roof with 3 ft. parapet above, 20 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 30 ft. to roof with 3 ft. parapet above, 20 ft. wide","Precast tilt-up panel, post 1996, 30 ft. to roof, 20 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.222a,"Precast tilt-up panel, post 1996, 9.25 in. thick, 24 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 24 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, post 1996, 24 ft. to roof, 25 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.222b,"Precast tilt-up panel, post 1996, 9.25 in. thick, 27 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 27 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, post 1996, 27 ft. to roof, 25 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.222c,"Precast tilt-up panel, post 1996, 9.25 in. thick, 30 ft. to roof with 3 ft. parapet above, 25 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 30 ft. to roof with 3 ft. parapet above, 25 ft. wide","Precast tilt-up panel, post 1996, 30 ft. to roof, 25 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.223a,"Precast tilt-up panel, post 1996, 9.25 in. thick, 24 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 24 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, post 1996, 24 ft. to roof, 30 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.223b,"Precast tilt-up panel, post 1996, 9.25 in. thick, 27 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 27 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, post 1996, 27 ft. to roof, 30 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.223c,"Precast tilt-up panel, post 1996, 9.25 in. thick, 30 ft. to roof with 3 ft. parapet above, 30 ft. wide, costing per panel",1,each,"Precast tilt-up panel, post 1996, 9.25 in. thick, 30 ft. to roof with 3 ft. parapet above, 30 ft. wide","Precast tilt-up panel, post 1996, 30 ft. to roof , 30 ft. wide",structural,HBRG,FALSE,1,0,NA,3,0,1 +B1044.301,SCSD Update - Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"SCSD Update - Slender Concrete Wall, 12"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.302,SCSD Update - Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"SCSD Update - Slender Concrete Wall, 12"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.303,SCSD Update - Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"SCSD Update - Slender Concrete Wall, 12"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.304,SCSD Update - This is a copy of B1044.091 to be a load bearing variant,144,sf,"SCSD Update - (ATC-138 Beta) Load bearing Slender Concrete Wall, 12"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.305,SCSD Update - This is a copy of B1044.092 to be a load bearing variant,144,sf,"SCSD Update - (ATC-138 Beta) Load bearing Slender Concrete Wall, 12"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.306,SCSD Update - This is a copy of B1044.093 to be a load bearing variant,144,sf,"SCSD Update - (ATC-138 Beta) Load bearing Slender Concrete Wall, 12"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.311,SCSD Update - Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"SCSD Update - Slender Concrete Wall, 18"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.312,SCSD Update - Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"SCSD Update - Slender Concrete Wall, 18"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.313,SCSD Update - Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"SCSD Update - Slender Concrete Wall, 18"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.314,SCSD Update - This is a copy of B1044.101 to be a load bearing variant,144,sf,"SCSD Update - (ATC-138 Beta) Load bearing Slender Concrete Wall, 18"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.315,SCSD Update - This is a copy of B1044.102 to be a load bearing variant,144,sf,"SCSD Update - (ATC-138 Beta) Load bearing Slender Concrete Wall, 18"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.316,SCSD Update - This is a copy of B1044.103 to be a load bearing variant,144,sf,"SCSD Update - (ATC-138 Beta) Load bearing Slender Concrete Wall, 18"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.321,SCSD Update - Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"SCSD Update - Slender Concrete Wall, 30"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.322,SCSD Update - Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"SCSD Update - Slender Concrete Wall, 30"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.323,SCSD Update - Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.,144,sf,"SCSD Update - Slender Concrete Wall, 30"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.324,SCSD Update - This is a copy of B1044.111 to be a load bearing variant,144,sf,"SCSD Update - (ATC-138 Beta) Load bearing Slender Concrete Wall, 30"" thick, 12' high, 15' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.325,SCSD Update - This is a copy of B1044.112 to be a load bearing variant,144,sf,"SCSD Update - (ATC-138 Beta) Load bearing Slender Concrete Wall, 30"" thick, 12' high, 20' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1044.326,SCSD Update - This is a copy of B1044.113 to be a load bearing variant,144,sf,"SCSD Update - (ATC-138 Beta) Load bearing Slender Concrete Wall, 30"" thick, 12' high, 30' long",RC Shear Wall,structural,Not Given,FALSE,1,0,NA,1,0,1 +B1049.001a,"Costing per joint, minimum of 6"" thick slab, maximum of 12"" thick slab.",1,each,"Reinforced concrete flat slabs- columns without shear reinforcing 0 2500, Vert support only",Suspended Ceiling,interior_finishes,Not Given,TRUE,3,0,NA,0,0,0 +C3032.003a,"Costing for each 250 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",250,sf,"Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): A < 250, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,TRUE,3,0,NA,0,0,0 +C3032.003b,"Costing for each 600 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",600,sf,"Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): 250 < A < 1000, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,TRUE,3,0,NA,0,0,0 +C3032.003c,"Costing for each 1800 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",1800,sf,"Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): 1000 < A < 2500, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,TRUE,3,0,NA,0,0,0 +C3032.003d,"Costing for each 2500 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",2500,sf,"Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): A > 2500, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,TRUE,3,0,NA,0,0,0 +C3032.004a,"Costing for each 250 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",250,sf,"Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): A < 250, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,TRUE,3,0,NA,0,0,0 +C3032.004b,"Costing for each 600 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",600,sf,"Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): 250 < A < 1000, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,TRUE,3,0,NA,0,0,0 +C3032.004c,"Costing for each 1800 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",1800,sf,"Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): 1000 < A < 2500, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,TRUE,3,0,NA,0,0,0 +C3032.004d,"Costing for each 2500 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support: Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings. Includes lighting fixtures in suspended ceiling.",2500,sf,"Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): A > 2500, Vert & Lat support",Suspended Ceiling,interior_finishes,Not Given,TRUE,3,0,NA,0,0,0 +C3034.001,Horizontal light fixtures 4 to 16 ft long suspended 12 to 24 inches from ceiling. No seismic design or bracing. Hung from ceiling above by two or more rods or cables. ,1,each,Independent Pendant Lighting - non seismic,Independent Pendant Lighting,interior_finishes,Not Given,TRUE,3,0,NA,0,0,0 +C3034.002,Horizontal light fixtures 4 to 16 ft long suspended 12 to 24 inches from ceiling. Hung from ceiling above by two or more rods or cables. Fixture and rods or cables are either designed for seismic movements or are laterally braced to prevent sway.,1,each,Independent Pendant Lighting - seismically rated,Independent Pendant Lighting,interior_finishes,Not Given,TRUE,3,0,NA,0,0,0 +D1014.011,Costing per elevator. Elevator demand parameter shall be defined as the peak floor acceleration at the first floor. The elevator fragility for a multiple story building should only be entered once on the first floor.,1,each,"Traction Elevator - Applies to most California Installations 1976 or later, most western states installations 1982 or later and most other U.S installations 1998 or later.",Traction Elevator ,other,Not Given,TRUE,5,12,building,0,0,0 +D1014.012,Costing per elevator. Elevator demand parameter shall be defined as the peak floor acceleration at the first floor. The elevator fragility for a multiple story building should only be entered once on the first floor.,1,each,"Traction Elevator - Applies to most California Installations prior to 1976, most western states installations prior to 1982 and most other U.S installations prior to 1998.",Traction Elevator ,other,Not Given,TRUE,5,12,building,0,0,0 +D1014.021,Costing per elevator. Elevator demand parameter shall be defined as the peak floor acceleration at the first floor. The elevator fragility for a multiple story building should only be entered once on the first floor.,1,each,"Hydraulic Elevator - Applies to most California Installations 1976 or later, most western states installations postdating 1982 and most U.S installations postdating 1998.",Hydraulic Elevator ,other,Not Given,TRUE,5,12,building,0,0,0 +D1014.022,Costing per elevator. Elevator demand parameter shall be defined as the peak floor acceleration at the first floor. The elevator fragility for a multiple story building should only be entered once on the first floor.,1,each,"Hydraulic Elevator - Applies to most California Installations prior to 1976, most western states installations prior to 1982 and most U.S installations prior to 1998.",Hydraulic Elevator ,other,Not Given,TRUE,5,12,building,0,0,0 +D1014.031,"Costing per elevator. Traction elevator components in the machine room contain a controller, machine, motor generator, governor, and tail sheave. ",1,each,Traction Elevator Machine room components. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Machine room components. Seismic Zone 2,other,HBRG,FALSE,5,13,building,0,0,0 +D1014.032,Costing per elevator. Cab and Counterweight components are changing in levels from ground to roof and have an equal probability of being on any floor.,1,each,Traction Elevator Cab and Counterweight Components. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Cab and Counterweight Components. Seismic Zone 2,other,HBRG,FALSE,5,12,building,0,0,0 +D1014.033,"Costing per elevator. Guide rail is the only component that is continuous from ground to roof. This represents a set of guide rails per elevator system (typically 4 rails per elevator). Under normal circumstances, guide rails simply define the elevator paths that elevators ride along and are assumed to be spared from the loads and forces imposed on the elevator cars. ",1,each,Traction Elevator Guide Rails. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rails. Seismic Zone 2,other,HBRG,FALSE,5,14,building,0,0,0 +D1014.034,Costing per elevator. Rail brackets attach guiderails to the hoistway walls and are typically located at each floor. A bracket is required at top or hoistway and an intermediate bracket may be required for excessive floor-to-floor heights,1,each,Traction Elevator Guide Rail Brackets. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rail Brackets. Seismic Zone 2,other,HBRG,FALSE,5,14,building,0,0,0 +D1014.041,"Costing per elevator. Traction elevator components in the machine room contain a controller, machine, motor generator, governor, and tail sheave. ",1,each,Traction Elevator Machine room component anchorage. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Machine room component anchorage. Seismic Zone 3 or Greater ,other,HBRG,FALSE,5,13,building,0,0,0 +D1014.042,Costing per elevator. Cab and Counterweight components are changing in levels from ground to roof and have an equal probability of being on any floor.,1,each,Traction Elevator Cab and Counterweight Components. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Cab and Counterweight Components. Seismic Zone 3 or Greater,other,HBRG,FALSE,5,12,building,0,0,0 +D1014.043,"Costing per elevator. Guide rail is the only component that is continuous from ground to roof. This represents a set of guide rails per elevator system (typically 4 rails per elevator). Under normal circumstances, guide rails simply define the elevator paths that elevators ride along and are assumed to be spared from the loads and forces imposed on the elevator cars. ",1,each,Traction Elevator Guide Rails. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rails. Seismic Zone 3 or Greater,other,HBRG,FALSE,5,14,building,0,0,0 +D1014.044,Costing per elevator. Rail brackets attach guiderails to the hoistway walls and are typically located at each floor. A bracket is required at top or hoistway and an intermediate bracket may be required for excessive floor-to-floor heights,1,each,Traction Elevator Guide Rail Brackets. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rail Brackets. Seismic Zone 3 or Greater,other,HBRG,FALSE,5,14,building,0,0,0 +D1014.131,"Costing per elevator. Traction elevator components in the machine room contain a controller, machine, motor generator, governor, and tail sheave. ",1,each,(ATC-138 Beta) Traction Elevator Machine Room Components. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Machine room components. Seismic Zone 2,other,HBRG,FALSE,5,13,building,0,0,0 +D1014.132,Costing per elevator. Counterweight components.,1,each,(ATC-138 Beta) Traction Elevator Counterweight Components. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Counterweight Components. Seismic Zone 2,other,HBRG,FALSE,5,14,building,0,0,0 +D1014.133,"Costing per elevator. This represents a set of guide rails per elevator system (typically 4 rails per elevator). Under normal circumstances, guide rails simply define the elevator paths that elevators ride along and are assumed to be spared from the loads and forces imposed on the elevator cars. ",1,each,(ATC-138 Beta) Traction Elevator Guide Rails. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rails. Seismic Zone 2,other,HBRG,FALSE,5,14,building,0,0,0 +D1014.134,Costing per elevator. Rail brackets attach guiderails to the hoistway walls and are typically located at each floor. A bracket is required at top or hoistway and an intermediate bracket may be required for excessive floor-to-floor heights,1,each,(ATC-138 Beta) Traction Elevator Guide Rail Brackets. Applies to Seismic Zone 2 and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rail Brackets. Seismic Zone 2,other,HBRG,FALSE,5,14,building,0,0,0 +D1014.141,"Costing per elevator. Traction elevator components in the machine room contain a controller, machine, motor generator, governor, and tail sheave. ",1,each,(ATC-138 Beta) Traction Elevator Machine Room Components. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Machine room components. Seismic Zone 3 or greater,other,HBRG,FALSE,5,13,building,0,0,0 +D1014.142,Costing per elevator. Counterweight components.,1,each,(ATC-138 Beta) Traction Elevator Counterweight Components. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Counterweight Components. Seismic Zone 3 or greater,other,HBRG,FALSE,5,14,building,0,0,0 +D1014.143,"Costing per elevator. This represents a set of guide rails per elevator system (typically 4 rails per elevator). Under normal circumstances, guide rails simply define the elevator paths that elevators ride along and are assumed to be spared from the loads and forces imposed on the elevator cars. ",1,each,(ATC-138 Beta) Traction Elevator Guide Rails. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rails. Seismic Zone 3 or greater,other,HBRG,FALSE,5,14,building,0,0,0 +D1014.144,Costing per elevator. Rail brackets attach guiderails to the hoistway walls and are typically located at each floor. A bracket is required at top or hoistway and an intermediate bracket may be required for excessive floor-to-floor heights,1,each,(ATC-138 Beta) Traction Elevator Guide Rail Brackets. Applies to Seismic Zone 3 or greater and elevators designed according to the ASME A17.1-2007 Standard or similar. ,Traction Elevator Guide Rail Brackets. Seismic Zone 3 or greater,other,HBRG,FALSE,5,14,building,0,0,0 +D1014.151,Costing per elevator. Elevator passenger cabin,1,each,(ATC-138 Beta) Traction Elevator Passenger Cabin,Traction Elevator Passenger Cabin,other,HBRG,FALSE,5,12,building,0,0,0 +D2021.011a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.011b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.012a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.012b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.013a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.013b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.014a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.014b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.021a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC A or B, PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.022a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC C, PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.023a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.023b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, BRACING FRAGILITY",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.024a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), PIPING FRAGILITY",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.024b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), BRACING FRAGILITY",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.111a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2021.011a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.111b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY (based on D2021.011b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.111c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACED PIPING FRAGILITY (based on D2021.011a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.112a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, UNBRACED PIPING FRAGILITY (based on D2021.012a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.112b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY (based on D2021.012b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.112c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACED PIPING FRAGILITY (based on D2021.012a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.113a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2021.013a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.113b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY (based on D2021.013b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.113c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2021.013a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.114a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2021.014a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.114b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2021.014b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.114c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2021.014a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2021.121a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2021.021a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.121b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC A or B, BRACING FRAGILITY (based on D2021.023b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.121c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC A or B, BRACED PIPING FRAGILITY (based on D2021.021a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.122a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC C, UNBRACED PIPING FRAGILITY (based on D2021.022a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.122b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC C, BRACING FRAGILITY (based on D2021.023b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.122c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC C, BRACED PIPING FRAGILITY (based on D2021.022a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.123a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, UNBRACED PIPING FRAGILITY (based on D2021.023a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.123b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, BRACING FRAGILITY (based on D2021.023b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.123c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, BRACED PIPING FRAGILITY (based on D2021.023a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.124a,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), UNBRACED PIPING FRAGILITY (based on D2021.024a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.124b,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), BRACING FRAGILITY (based on D2021.024b)",Potable Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2021.124c,Potable water. Costing based upon 1000 ft segments.,1000,lf,"(ATC-138 Beta) Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), BRACED PIPING FRAGILITY (based on D2021.024a)",Potable Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.011a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.011b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.012a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.012b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.013a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.013b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.014a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.014b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.021a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.022a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.023a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.023b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.024a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.024b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.111a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2022.011a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.111b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY (based on D2022.011b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.111c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACED PIPING FRAGILITY (based on D2022.011a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.112a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, UNBRACED PIPING FRAGILITY (based on D2022.012a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.112b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY (based on D2022.012b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.112c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACED PIPING FRAGILITY (based on D2022.012a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.113a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2022.013a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.113b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY (based on D2022.013b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.113c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2022.013a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.114a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2022.014a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.114b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2022.014b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.114c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2022.014a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,unit,0,0,0 +D2022.121a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2022.021a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.121b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACING FRAGILITY (based on D2022.023b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.121c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACED PIPING FRAGILITY (based on D2022.021a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.122a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, UNBRACED PIPING FRAGILITY (based on D2022.022a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.122b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, BRACING FRAGILITY (based on D2022.023b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.122c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, BRACED PIPING FRAGILITY (based on D2022.022a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.123a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2022.023a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.123b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY (based on D2022.023b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.123c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2022.023a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.124a,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2022.024a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.124b,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2022.024b)",Heating Water Pipe Bracing,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2022.124c,"Heating water. Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or more",1000,lf,"(ATC-138 Beta) Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2022.024a)",Heating Water Piping,plumbing_hvac,Not Given,TRUE,6,8,building,0,0,0 +D2031.011b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC A,B, BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.012b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC C, BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.013b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC D,E,F, BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.014b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC D,E,F (OSHPD or sim), BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.021a,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, PIPING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.021b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.022a,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, PIPING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.022b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.023a,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, PIPING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.023b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.024a,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), PIPING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.024b,Costing based upon 1000 ft segments of pipe,1000,lf,"Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), BRACING FRAGILITY",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.111b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) (RUGGED) Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC A,B",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.112b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) (RUGGED) Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC C",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.113b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) (RUGGED) Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC D,E,F",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.114b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) (RUGGED) Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC D,E,F (OSHPD or sim)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.121a,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, UNBRACED PIPING FRAGILITY (based on D2031.021a)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.121b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, BRACING FRAGILITY (based on D2031.021b)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.121c,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, BRACED PIPING FRAGILITY (based on D2031.021a/b)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.122a,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, UNBRACED PIPING FRAGILITY (based on D2031.022a)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.122b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, BRACING FRAGILITY (based on D2031.022b)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.122c,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, BRACED PIPING FRAGILITY (based on D2031.022a/b)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.123a,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, UNBRACED PIPING FRAGILITY (based on D2031.023a)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.123b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, BRACING FRAGILITY (based on D2031.023b)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.123c,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, BRACED PIPING FRAGILITY (based on D2031.023a/b)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.124a,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2031.024a)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.124b,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), BRACING FRAGILITY (based on D2031.024b)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2031.124c,Costing based upon 1000 ft segments of pipe,1000,lf,"(ATC-138 Beta) Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2031.024a/b)",Sanitary Waste Piping,plumbing_hvac,Not Given,TRUE,6,9,building,0,0,0 +D2051.011a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.011b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.012a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.012b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.013a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.013b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.014a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.014b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.021a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.021b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.022a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.022b,This is a copy of D2051.021b,1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.023a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.023b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.024a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.024b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.111a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2051.011a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.111b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY (based on D2051.011b)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.111c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACED PIPING FRAGILITY (based on D2051.011a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.112a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, UNBRACED PIPING FRAGILITY (based on D2051.012a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.112b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY (based on D2051.012b)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.112c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACED PIPING FRAGILITY (based on D2051.012a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.113a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2051.013a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.113b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY (based on D2051.013b)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.113c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2051.013a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.114a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2051.014a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.114b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2051.014b)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.114c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2051.014a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,unit,0,0,0 +D2051.121a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2051.021a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.121b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACING FRAGILITY (based on D2051.023b)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.121c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACED PIPING FRAGILITY (based on D2051.021a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.122a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, UNBRACED PIPING FRAGILITY (based on D2051.022a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.122b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, BRACING FRAGILITY (based on D2051.023b)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.122c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, BRACED PIPING FRAGILITY (based on D2051.022a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.123a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2051.023a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.123b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY (based on D2051.023b)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.123c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2051.023a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.124a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2051.024a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.124b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2051.024b)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2051.124c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2051.024a)",Chilled Water Piping,plumbing_hvac,Not Given,TRUE,8,11,building,0,0,0 +D2061.011a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.011b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.012a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.012b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.013a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.013b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.014a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.014b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.021a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.022a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.023a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.023b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.024a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.024b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.111a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2061.011a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.111b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY (based on D2061.011b)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.111c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACED PIPING FRAGILITY (based on D2061.011a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.112a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, UNBRACED PIPING FRAGILITY (based on D2061.012a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.112b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY (based on D2061.012b)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.112c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACED PIPING FRAGILITY (based on D2061.012a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.113a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2061.013a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.113b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY (based on D2061.013b)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.113c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2061.013a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.114a,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2061.014a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.114b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2061.014b)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.114c,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2061.014a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,unit,0,0,0 +D2061.121a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, UNBRACED PIPING FRAGILITY (based on D2061.021a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.121b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY (based on D2061.023b)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.121c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACED PIPING FRAGILITY (based on D2061.021a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.122a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, UNBRACED PIPING FRAGILITY (based on D2061.022a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.122b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY (based on D2061.023b)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.122c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, BRACED PIPING FRAGILITY (based on D2061.022a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.123a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, UNBRACED PIPING FRAGILITY (based on D2061.023a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.123b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY (based on D2061.023b)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.123c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACED PIPING FRAGILITY (based on D2061.023a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.124a,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D2061.024a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.124b,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY (based on D2061.024b)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D2061.124c,"Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter",1000,lf,"(ATC-138 Beta) Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D2061.024a)",Steam Piping,plumbing_hvac,Not Given,TRUE,8,10,building,0,0,0 +D3031.011a,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.011b,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.011c,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.011d,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.012a,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.012b,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.012c,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.012d,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.012e,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.012f,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.012g,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.012h,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.012i,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.012j,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.012k,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.012l,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.013a,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.013b,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.013c,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.013d,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.013e,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.013f,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.013g,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.013h,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.013i,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.013j,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.013k,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.013l,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.014a,Costing is per unit and is based upon 75 Ton.,75,ton,Chiller - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3031.011a for original),Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.014b,Costing is per unit and is based upon 250 Ton.,250,ton,Chiller - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3031.011b for original),Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.014c,Costing is per unit and is based upon 500 Ton.,500,ton,Chiller - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3031.011c for original),Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.014d,Costing is per unit and is based upon 850 Ton.,850,ton,Chiller - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3031.011d for original),Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.021a,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.021b,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.021c,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.021d,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.022a,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.022b,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.022c,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.022d,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.022e,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.022f,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.022g,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.022h,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.022i,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.022j,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.022k,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.022l,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.023a,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.023b,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.023c,Costing is per unit and is based upon 75 Ton.,75,ton,Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.023d,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.023e,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.023f,Costing is per unit and is based upon 250 Ton.,250,ton,Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.023g,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.023h,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.023i,Costing is per unit and is based upon 500 Ton.,500,ton,Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.023j,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.023k,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.023l,Costing is per unit and is based upon 850 Ton.,850,ton,Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.111a,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Chiller - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.111b,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Chiller - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.111c,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Chiller - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.111d,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Chiller - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.112a,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.112b,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.112d,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.112e,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.112g,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.112h,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.112j,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.112k,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.113a,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.113b,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.113d,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.113e,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.113g,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.113h,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.113j,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.113k,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.121a,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Cooling Tower - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.121b,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Cooling Tower - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.121c,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Cooling Tower - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.121d,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Cooling Tower - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.122a,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.122b,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.122d,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.122e,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.122g,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.122h,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.122j,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.122k,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.123a,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.123b,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.123d,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.123e,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.123g,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.123h,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.123j,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.123k,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.213b,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Chiller - Capacity: < 100 Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.213e,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Chiller - Capacity: 100 to <350 Ton - Pre-qualifed equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.213h,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Chiller - Capacity: 350 to <750 Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.213k,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Chiller - Capacity: 750 to <1000 Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Chiller ,plumbing_hvac,Not Given,TRUE,8,15,building,0,0,0 +D3031.223b,Costing is per unit and is based upon 75 Ton.,75,ton,(ATC-138 Beta) Cooling Tower - Capacity: < 100Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.223e,Costing is per unit and is based upon 250 Ton.,250,ton,(ATC-138 Beta) Cooling Tower - Capacity: 100 to <350Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.223h,Costing is per unit and is based upon 500 Ton.,500,ton,(ATC-138 Beta) Cooling Tower - Capacity: 350 to <750Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3031.223k,Costing is per unit and is based upon 850 Ton.,850,ton,(ATC-138 Beta) Cooling Tower - Capacity: 750 to <1000Ton - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Cooling Tower,plumbing_hvac,Not Given,TRUE,8,16,building,0,0,0 +D3032.011a,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.011b,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.011c,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.011d,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.012a,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.012b,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.012c,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.012d,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.012e,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.012f,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.012g,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.012h,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.012i,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.012j,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.012k,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.012l,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.013a,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.013b,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.013c,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.013d,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.013e,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.013f,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.013g,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.013h,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.013i,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.013j,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.013k,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.013l,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.014a,Costing is per unit.,1,each,Compressor - Capacity: Small non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3032.011a for original),Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.014b,Costing is per unit.,1,each,Compressor - Capacity: Large non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3032.011b for original),Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.014c,Costing is per unit.,1,each,Compressor - Capacity: Small medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3032.011c for original),Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.014d,Costing is per unit.,1,each,Compressor - Capacity: Large medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only (Note this fragility has been revised from original FEMA P-58 properties; see D3032.011d for original),Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.111a,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.111b,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.111c,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.111d,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only ,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.112a,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.112b,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.112d,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.112e,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.112g,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.112h,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.112j,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.112k,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.113a,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.113b,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.113d,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.113e,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.113g,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.113h,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.113j,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.113k,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.213b,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small non medical air supply - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.213e,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large non medical air supply - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.213h,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Small medical quality air supply - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3032.213k,Costing is per unit.,1,each,(ATC-138 Beta) Compressor - Capacity: Large medical quality air supply - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Compressor,plumbing_hvac,Not Given,TRUE,8,17,unit,0,0,0 +D3041.001a,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC A or B",HVAC Fan,plumbing_hvac,Not Given,TRUE,8,5,unit,0,0,0 +D3041.001b,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC C",HVAC Fan,plumbing_hvac,Not Given,TRUE,8,5,unit,0,0,0 +D3041.001c,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC D, E, F",HVAC Fan,plumbing_hvac,Not Given,TRUE,8,5,unit,0,0,0 +D3041.001d,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC D, E, F (OSHPD or sim)",HVAC Fan,plumbing_hvac,Not Given,TRUE,8,5,unit,0,0,0 +D3041.002a,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC A or B",HVAC Fan,plumbing_hvac,Not Given,TRUE,8,5,unit,0,0,0 +D3041.002b,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC C",HVAC Fan,plumbing_hvac,Not Given,TRUE,8,5,unit,0,0,0 +D3041.002c,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC D, E, F",HVAC Fan,plumbing_hvac,Not Given,TRUE,8,5,unit,0,0,0 +D3041.002d,Costing per 10 units,10,each,"HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC D, E, F (OSHPD or sim)",HVAC Fan,plumbing_hvac,Not Given,TRUE,8,5,unit,0,0,0 +D3041.011a,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC A or B",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,4,unit,0,0,0 +D3041.011b,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC C",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,4,unit,0,0,0 +D3041.011c,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,4,unit,0,0,0 +D3041.011d,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F (OSHPD or sim)",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,4,unit,0,0,0 +D3041.011e,Costing based upon 1000 ft segments of duct,1000,lf,"(ATC-138 Beta) HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, above code-minimum bracing similar to larger ducting, SDC D, E, or F",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,4,unit,0,0,0 +D3041.011f,Costing based upon 1000 ft segments of duct,1000,lf,"(ATC-138 Beta) HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, above code-minimum bracing similar to larger ducting, SDC D, E, or F (OSHPD or Sim)",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,4,unit,0,0,0 +D3041.012a,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting - 6 sq. ft cross sectional area or greater, SDC A or B",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,24,unit,0,0,0 +D3041.012b,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting - 6 sq. ft cross sectional area or greater, SDC C",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,24,unit,0,0,0 +D3041.012c,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting - 6 sq. ft cross sectional area or greater, SDC D, E, or F",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,24,unit,0,0,0 +D3041.012d,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Galvanized Sheet Metal Ducting - 6 sq. ft cross sectional area or greater, SDC D, E, or F (OSHPD or sim)",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,24,unit,0,0,0 +D3041.021a,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC A or B",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,4,unit,0,0,0 +D3041.021b,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC C",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,4,unit,0,0,0 +D3041.021c,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,4,unit,0,0,0 +D3041.021d,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F (OSHPD or sim)",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,4,unit,0,0,0 +D3041.022a,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting - 6 sq. ft cross sectional area or greater, SDC A or B",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,24,unit,0,0,0 +D3041.022b,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting - 6 sq. ft cross sectional area or greater, SDC C",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,24,unit,0,0,0 +D3041.022c,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting - 6 sq. ft cross sectional area or greater, SDC D, E, or F",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,24,unit,0,0,0 +D3041.022d,Costing based upon 1000 ft segments of duct,1000,lf,"HVAC Stainless Steel Ducting - 6 sq. ft cross sectional area or greater, SDC D, E, or F (OSHPD or sim)",HVAC Ducting ,plumbing_hvac,Not Given,TRUE,8,24,unit,0,0,0 +D3041.031a,"Costing per 10 units, No independent safety wires",10,each,"HVAC Drops / Diffusers in suspended ceilings - No independent safety wires, SDC A or B",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.031b,"Costing per 10 units, No independent safety wires",10,each,"HVAC Drops / Diffusers in suspended ceilings - No independent safety wires, SDC C",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.031c,"Costing per 10 units, No independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers in suspended ceilings - With independent safety wires, SDC C",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.031d,"Costing per 10 units, No independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers in suspended ceilings - With independent safety wires, SDC D, E, or F",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.031e,"Costing per 10 units, No independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers in suspended ceilings - With independent safety wires, SDC D, E, or F (OSHPD or sim)",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.032a,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC A or B",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.032b,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC C",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.032c,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC D, E, or F",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.032d,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC D, E, or F (OSHPD or sim)",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.033a,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers without ceilings - With independent safety wires, SDC A or B",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.033b,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers without ceilings - With independent safety wires, SDC C",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.033c,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers without ceilings - With independent safety wires, SDC D, E, or F",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.033d,"Costing per 10 units, unit supported by ducting only, no independent safety wires",10,each,"(ATC-138 Beta) (RUGGED) HVAC Drops / Diffusers without ceilings - With independent safety wires, SDC D, E, or F (OSHPD or sim)",HVAC Drops / Diffusers,plumbing_hvac,Not Given,TRUE,8,6,unit,0,0,0 +D3041.041a,Costing per 10 units,10,each,"Variable Air Volume (VAV) box with in-line coil, SDC A or B",Variable Air Volume box,plumbing_hvac,Not Given,TRUE,8,7,unit,0,0,0 +D3041.041b,Costing per 10 units,10,each,"Variable Air Volume (VAV) box with in-line coil, SDC C",Variable Air Volume box,plumbing_hvac,Not Given,TRUE,8,7,unit,0,0,0 +D3041.101a,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3041.102a,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3041.102b,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3041.102c,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3041.103a,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3041.103b,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3041.103c,Costing is per unit.,1,each,HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3041.201a,Costing is per unit.,1,each,(ATC-138 Beta) HVAC Fan - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3041.202a,Costing is per unit.,1,each,(ATC-138 Beta) HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3041.202b,Costing is per unit.,1,each,(ATC-138 Beta) HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3041.203a,Costing is per unit.,1,each,(ATC-138 Beta) HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3041.203b,Costing is per unit.,1,each,(ATC-138 Beta) HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3041.303b,Costing is per unit.,1,each,(ATC-138 Beta) HVAC Fan - Capacity: all - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,HVAC Fan,plumbing_hvac,Not Given,TRUE,8,18,unit,0,0,0 +D3052.011a,Costing is per unit and is based upon 4000 CFM.,4000,cfm,Air Handling Unit - Capacity: <5000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.011b,Costing is per unit and is based upon 8000 CFM.,8000,cfm,Air Handling Unit - Capacity: 5000 to <10000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.011c,Costing is per unit and is based upon 20000 CFM.,20000,cfm,Air Handling Unit - Capacity: 10000 to <25000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.011d,Costing is per unit and is based upon 30000 CFM.,30000,cfm,Air Handling Unit - Capacity: 25000 to <40000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.013a,Costing is per unit and is based upon 4000 CFM.,4000,cfm,Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.013b,Costing is per unit and is based upon 4000 CFM.,4000,cfm,Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.013c,Costing is per unit and is based upon 4000 CFM.,4000,cfm,Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.013d,Costing is per unit and is based upon 8000 CFM.,8000,cfm,Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.013e,Costing is per unit and is based upon 8000 CFM.,8000,cfm,Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.013f,Costing is per unit and is based upon 8000 CFM.,8000,cfm,Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.013g,Costing is per unit and is based upon 20000 CFM.,20000,cfm,Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.013h,Costing is per unit and is based upon 20000 CFM.,20000,cfm,Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.013i,Costing is per unit and is based upon 20000 CFM.,20000,cfm,Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.013j,Costing is per unit and is based upon 30000 CFM.,30000,cfm,Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.013k,Costing is per unit and is based upon 30000 CFM.,30000,cfm,Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.013l,Costing is per unit and is based upon 30000 CFM.,30000,cfm,Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.111a,Costing is per unit and is based upon 4000 CFM.,4000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: <5000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.111b,Costing is per unit and is based upon 8000 CFM.,8000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 5000 to <10000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.111c,Costing is per unit and is based upon 20000 CFM.,20000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 10000 to <25000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.111d,Costing is per unit and is based upon 30000 CFM.,30000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 25000 to <40000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.113a,Costing is per unit and is based upon 4000 CFM.,4000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.113b,Costing is per unit and is based upon 4000 CFM.,4000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.113d,Costing is per unit and is based upon 8000 CFM.,8000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.113e,Costing is per unit and is based upon 8000 CFM.,8000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.113g,Costing is per unit and is based upon 20000 CFM.,20000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.113h,Costing is per unit and is based upon 20000 CFM.,20000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.113j,Costing is per unit and is based upon 30000 CFM.,30000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.113k,Costing is per unit and is based upon 30000 CFM.,30000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.213b,Costing is per unit and is based upon 4000 CFM.,4000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: <5000 CFM - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.213e,Costing is per unit and is based upon 8000 CFM.,8000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 5000 to <10000 CFM - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.213h,Costing is per unit and is based upon 20000 CFM.,20000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 10000 to <25000 CFM - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3052.213k,Costing is per unit and is based upon 30000 CFM.,30000,cfm,(ATC-138 Beta) Air Handling Unit - Capacity: 25000 to <40000 CFM - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Air Handling Unit,plumbing_hvac,Not Given,TRUE,8,19,unit,0,0,0 +D3067.011a,Costing is per unit.,1,each,Control Panel - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,HVAC Control Panel,plumbing_hvac,Not Given,TRUE,8,20,building,0,0,0 +D3067.012a,Costing is per unit.,1,each,Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,HVAC Control Panel,plumbing_hvac,Not Given,TRUE,8,20,building,0,0,0 +D3067.012b,Costing is per unit.,1,each,Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,HVAC Control Panel,plumbing_hvac,Not Given,TRUE,8,20,building,0,0,0 +D3067.012c,Costing is per unit.,1,each,Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,HVAC Control Panel,plumbing_hvac,Not Given,TRUE,8,20,building,0,0,0 +D3067.111a,Costing is per unit.,1,each,(ATC-138 Beta) Control Panel - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,HVAC Control Panel,plumbing_hvac,Not Given,TRUE,8,20,building,0,0,0 +D3067.112a,Costing is per unit.,1,each,(ATC-138 Beta) Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),HVAC Control Panel,plumbing_hvac,Not Given,TRUE,8,20,building,0,0,0 +D3067.112b,Costing is per unit.,1,each,(ATC-138 Beta) Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,HVAC Control Panel,plumbing_hvac,Not Given,TRUE,8,20,building,0,0,0 +D3067.212b,Costing is per unit.,1,each,(ATC-138 Beta) Control Panel - Capacity: all - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,HVAC Control Panel,plumbing_hvac,Not Given,TRUE,8,20,building,0,0,0 +D4011.021a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC A or B, PIPING FRAGILITY",Fire Sprinkler Water Piping,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.022a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC C, PIPING FRAGILITY",Fire Sprinkler Water Piping,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.023a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - Poorly designed bracing, SDC D, E, or F , PIPING FRAGILITY",Fire Sprinkler Water Piping,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.024a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with designed bracing, SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",Fire Sprinkler Water Piping,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.031a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC A or B",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.032a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC C",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.033a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.034a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.041a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC A or B",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.042a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC C",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.053a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.054a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.063a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC D, E, or F",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.064a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.071a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC A or B",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.072a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC C",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.073a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC D, E, or F",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.074a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.081a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"(ATC-138 Beta) Fire Sprinkler Drop Standard Threaded Steel - 3in clearance - 6 ft. long drop maximum, SDC A or B (based on D4011.071a)",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.082a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"(ATC-138 Beta) Fire Sprinkler Drop Standard Threaded Steel - 3in clearance - 6 ft. long drop maximum, SDC C (based on D4011.072a)",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.083a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"(ATC-138 Beta) Fire Sprinkler Drop Standard Threaded Steel - 3in clearance - 6 ft. long drop maximum, SDC D, E, or F (based on D4011.073a)",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.084a,"Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum",100,each,"(ATC-138 Beta) Fire Sprinkler Drop Standard Threaded Steel - 3in clearance - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim) (based on D4011.074a)",Fire Sprinkler Drop ,other,Not Given,TRUE,9,23,unit,0,0,0 +D4011.121a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC A or B, UNBRACED PIPING FRAGILITY (based on D4011.021a)",Fire Sprinkler Water Piping,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.121b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,(ATC-138 Beta) Fire Sprinkler Bracing - SDC A or B (based on D2022.023b),Fire Sprinkler Pipe Bracing,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.121c,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC A or B, BRACED PIPING FRAGILITY (based on D4011.021a)",Fire Sprinkler Water Piping,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.122a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC C, UNBRACED PIPING FRAGILITY (based on D4011.022a)",Fire Sprinkler Water Piping,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.122b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,(ATC-138 Beta) Fire Sprinkler Bracing - SDC C (based on D2022.023b),Fire Sprinkler Pipe Bracing,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.122c,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC C, BRACED PIPING FRAGILITY (based on D4011.022a)",Fire Sprinkler Water Piping,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.123a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with prescriptive bracing, SDC D, E, or F , UNBRACED PIPING FRAGILITY (based on D4011.023a)",Fire Sprinkler Water Piping,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.123b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Fire Sprinkler Bracing - SDC D, E, or F (based on D2022.023b)",Fire Sprinkler Pipe Bracing,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.123c,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with prescriptive bracing, SDC D, E, or F , BRACED PIPING FRAGILITY (based on D4011.023a)",Fire Sprinkler Water Piping,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.124a,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with designed bracing, SDC D, E, or F (OSHPD or sim), UNBRACED PIPING FRAGILITY (based on D4011.024a)",Fire Sprinkler Water Piping,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.124b,"Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less",1000,lf,"(ATC-138 Beta) Fire Sprinkler Bracing - SDC D, E, or F (OSHPD or sim) (based on D2022.024b)",Fire Sprinkler Pipe Bracing,other,Not Given,TRUE,9,0,building,0,0,0 +D4011.124c,"Costing based upon 1000 ft segments of pipe, horizontal main and branches",1000,lf,"(ATC-138 Beta) Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with designed bracing, SDC D, E, or F (OSHPD or sim), BRACED PIPING FRAGILITY (based on D4011.024a)",Fire Sprinkler Water Piping,other,Not Given,TRUE,9,0,building,0,0,0 +D5011.011a,Costing is per unit and is based upon 75 kVa.,75,kva,Transformer/primary service - Capacity: <100 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.011b,Costing is per unit and is based upon 250 kVa.,250,kva,Transformer/primary service - Capacity: 100 to <350 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.011c,Costing is per unit and is based upon 500 kVa.,500,kva,Transformer/primary service - Capacity: 350 to <750 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.011d,Costing is per unit and is based upon 1000 kVa.,1000,kva,Transformer/primary service - Capacity: 750 to 1500 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.013a,Costing is per unit and is based upon 75 kVa.,75,kva,Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.013b,Costing is per unit and is based upon 75 kVa.,75,kva,Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.013c,Costing is per unit and is based upon 75 kVa.,75,kva,Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.013d,Costing is per unit and is based upon 250 kVa.,250,kva,Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.013e,Costing is per unit and is based upon 250 kVa.,250,kva,Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.013f,Costing is per unit and is based upon 250 kVa.,250,kva,Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.013g,Costing is per unit and is based upon 500 kVa.,500,kva,Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.013h,Costing is per unit and is based upon 500 kVa.,500,kva,Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.013i,Costing is per unit and is based upon 500 kVa.,500,kva,Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.013j,Costing is per unit and is based upon 1000 kVa.,1000,kva,Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.013k,Costing is per unit and is based upon 1000 kVa.,1000,kva,Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.013l,Costing is per unit and is based upon 1000 kVa.,1000,kva,Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.111a,Costing is per unit and is based upon 75 kVa.,75,kva,(ATC-138 Beta) Transformer/primary service - Capacity: <100 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.111b,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 100 to <350 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.111c,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 350 to <750 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.111d,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 750 to 1500 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.113a,Costing is per unit and is based upon 75 kVa.,75,kva,(ATC-138 Beta) Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.113b,Costing is per unit and is based upon 75 kVa.,75,kva,(ATC-138 Beta) Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.113d,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.113e,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.113g,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.113h,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.113j,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.113k,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.213b,Costing is per unit and is based upon 75 kVa.,75,kva,(ATC-138 Beta) Transformer/primary service - Capacity: <100 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.213e,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 100 to <350 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.213h,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 350 to <750 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5011.213k,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Transformer/primary service - Capacity: 750 to 1500 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Transformer/primary service,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.013a,Costing is per unit.,1,each,Motor Control Center - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,Motor Control Center ,other,Not Given,TRUE,5,2,building,0,0,0 +D5012.013b,Costing is per unit.,1,each,Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Motor Control Center ,other,Not Given,TRUE,5,2,building,0,0,0 +D5012.013c,Costing is per unit.,1,each,Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Motor Control Center ,other,Not Given,TRUE,5,2,building,0,0,0 +D5012.013d,Costing is per unit.,1,each,Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Motor Control Center ,other,Not Given,TRUE,5,2,building,0,0,0 +D5012.021a,Costing is per unit and is based upon 225 Amp.,225,amp,Low Voltage Switchgear - Capacity: 100 to <350 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.021b,Costing is per unit and is based upon 400 Amp.,400,amp,Low Voltage Switchgear - Capacity: 350 to <750 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.021c,Costing is per unit and is based upon 800 Amp.,800,amp,Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.021d,Costing is per unit and is based upon 1600 Amp.,1600,amp,Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.023a,Costing is per unit and is based upon 225 Amp.,225,amp,Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.023b,Costing is per unit and is based upon 225 Amp.,225,amp,Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.023c,Costing is per unit and is based upon 225 Amp.,225,amp,Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.023d,Costing is per unit and is based upon 400 Amp.,400,amp,Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.023e,Costing is per unit and is based upon 400 Amp.,400,amp,Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.023f,Costing is per unit and is based upon 400 Amp.,400,amp,Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.023g,Costing is per unit and is based upon 800 Amp.,800,amp,Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.023h,Costing is per unit and is based upon 800 Amp.,800,amp,Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.023i,Costing is per unit and is based upon 800 Amp.,800,amp,Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.023j,Costing is per unit and is based upon 1600 Amp.,1600,amp,Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.023k,Costing is per unit and is based upon 1600 Amp.,1600,amp,Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.023l,Costing is per unit and is based upon 1600 Amp.,1600,amp,Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.031a,Costing is per unit and is based upon 225 Amp.,225,amp,Distribution Panel - Capacity: 100 to <350 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.031b,Costing is per unit and is based upon 400 Amp.,400,amp,Distribution Panel - Capacity: 350 to <750 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.031c,Costing is per unit and is based upon 800 Amp.,800,amp,Distribution Panel - Capacity: 750 to <1200 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.031d,Costing is per unit and is based upon 1600 Amp.,1600,amp,Distribution Panel - Capacity: 1200 to 2000 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.033a,Costing is per unit and is based upon 225 Amp.,225,amp,Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.033b,Costing is per unit and is based upon 225 Amp.,225,amp,Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.033c,Costing is per unit and is based upon 225 Amp.,225,amp,Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.033d,Costing is per unit and is based upon 400 Amp.,400,amp,Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.033e,Costing is per unit and is based upon 400 Amp.,400,amp,Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.033f,Costing is per unit and is based upon 400 Amp.,400,amp,Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.033g,Costing is per unit and is based upon 800 Amp.,800,amp,Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.033h,Costing is per unit and is based upon 800 Amp.,800,amp,Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.033i,Costing is per unit and is based upon 800 Amp.,800,amp,Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.033j,Costing is per unit and is based upon 1600 Amp.,1600,amp,Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.033k,Costing is per unit and is based upon 1600 Amp.,1600,amp,Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.033l,Costing is per unit and is based upon 1600 Amp.,1600,amp,Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.113a,Costing is per unit.,1,each,(ATC-138 Beta) Motor Control Center - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,Motor Control Center ,other,Not Given,TRUE,5,2,building,0,0,0 +D5012.113b,Costing is per unit.,1,each,(ATC-138 Beta) Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Motor Control Center ,other,Not Given,TRUE,5,2,building,0,0,0 +D5012.113c,Costing is per unit.,1,each,(ATC-138 Beta) Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Motor Control Center ,other,Not Given,TRUE,5,2,building,0,0,0 +D5012.121a,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 100 to <350 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.121b,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 350 to <750 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.121c,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.121d,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.123a,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.123b,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.123d,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.123e,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.123g,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.123h,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.123j,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility (no equipment consequences),Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.123k,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.131a,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Distribution Panel - Capacity: 100 to <350 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.131b,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Distribution Panel - Capacity: 350 to <750 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.131c,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Distribution Panel - Capacity: 750 to <1200 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.131d,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Distribution Panel - Capacity: 1200 to 2000 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.133a,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.133b,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.133d,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.133e,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.133g,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.133h,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.133j,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.133k,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.213c,Costing is per unit.,1,each,(ATC-138 Beta) Motor Control Center - Capacity: all - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Motor Control Center ,other,Not Given,TRUE,5,2,building,0,0,0 +D5012.223b,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 100 to <350 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.223e,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 350 to <750 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.223h,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.223k,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Low Voltage Switchgear ,other,Not Given,TRUE,7,1,building,0,0,0 +D5012.233b,Costing is per unit and is based upon 225 Amp.,225,amp,(ATC-138 Beta) Distribution Panel - Capacity: 100 to <350 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.233e,Costing is per unit and is based upon 400 Amp.,400,amp,(ATC-138 Beta) Distribution Panel - Capacity: 350 to <750 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.233h,Costing is per unit and is based upon 800 Amp.,800,amp,(ATC-138 Beta) Distribution Panel - Capacity: 750 to <1200 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5012.233k,Costing is per unit and is based upon 1600 Amp.,1600,amp,(ATC-138 Beta) Distribution Panel - Capacity: 1200 to 2000 Amp - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Distribution Panel ,other,Not Given,TRUE,7,1,unit,0,0,0 +D5039.004a,Costing approximated as a full 40 unit NEBS Zone 4 certified server rack.,1,each,(ATC-138 Beta) Computer Servers and Rack (Tenant-Level Service) - NEBS Zone 4,Computer Servers,other,Not Given,FALSE,11,0,unit,0,0,0 +D5039.004b,Costing approximated as a full 40 unit NEBS Zone 4 certified server rack.,1,each,(ATC-138 Beta) Computer Servers and Rack (Building-Level Service) - NEBS Zone 4,Computer Servers,other,Not Given,FALSE,11,0,building,0,0,0 +D5092.011a,Costing is per unit.,1,each,Battery Rack - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,Battery Rack,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.013a,Costing is per unit.,1,each,Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Battery Rack,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.013b,Costing is per unit.,1,each,Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Battery Rack,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.013c,Costing is per unit.,1,each,Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Battery Rack,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.021a,Costing is per unit.,1,each,Battery Charger - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,Battery Charger ,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.023a,Costing is per unit.,1,each,Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Battery Charger ,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.023b,Costing is per unit.,1,each,Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Battery Charger ,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.023c,Costing is per unit.,1,each,Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Battery Charger ,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.031a,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.031b,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.031c,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.031d,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.032a,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.032b,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.032c,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.032d,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.032e,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.032f,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.032g,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.032h,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.032i,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.032j,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.032k,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.032l,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.033a,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.033b,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.033c,Costing is per unit and is based upon 250 kVa.,250,kva,Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.033d,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.033e,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.033f,Costing is per unit and is based upon 500 kVa.,500,kva,Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.033g,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.033h,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.033i,Costing is per unit and is based upon 1000 kVa.,1000,kva,Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.033j,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.033k,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.033l,Costing is per unit and is based upon 1500 kVa.,1500,kva,Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.111a,Costing is per unit.,1,each,(ATC-138 Beta) Battery Rack - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,Battery Rack,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.113a,Costing is per unit.,1,each,(ATC-138 Beta) Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Battery Rack,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.113b,Costing is per unit.,1,each,(ATC-138 Beta) Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Battery Rack,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.121a,Costing is per unit.,1,each,(ATC-138 Beta) Battery Charger - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only,Battery Charger ,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.123a,Costing is per unit.,1,each,(ATC-138 Beta) Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Battery Charger ,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.123b,Costing is per unit.,1,each,(ATC-138 Beta) Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Battery Charger ,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.131a,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Diesel generator - Capacity: 100 to <350 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.131b,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Diesel generator - Capacity: 350 to <750 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.131c,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Diesel generator - Capacity: 750 to 1200 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.131d,Costing is per unit and is based upon 1500 kVa.,1500,kva,(ATC-138 Beta) Diesel generator - Capacity: 1200 to 2000 kVa - Unanchored equipment that is not vibration isolated - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.132a,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.132b,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.132d,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.132e,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.132g,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.132h,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.132j,Costing is per unit and is based upon 1500 kVa.,1500,kva,(ATC-138 Beta) Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.132k,Costing is per unit and is based upon 1500 kVa.,1500,kva,(ATC-138 Beta) Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.133a,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.133b,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.133d,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.133e,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.133g,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.133h,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.133j,Costing is per unit and is based upon 1500 kVa.,1500,kva,(ATC-138 Beta) Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only (no equipment consequences),Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.133k,Costing is per unit and is based upon 1500 kVa.,1500,kva,(ATC-138 Beta) Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.213b,Costing is per unit.,1,each,(ATC-138 Beta) Battery Rack - Capacity: all - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Battery Rack,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.223b,Costing is per unit.,1,each,(ATC-138 Beta) Battery Charger - Capacity: all - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Battery Charger ,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.233b,Costing is per unit and is based upon 250 kVa.,250,kva,(ATC-138 Beta) Diesel generator - Capacity: 100 to <350 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.233e,Costing is per unit and is based upon 500 kVa.,500,kva,(ATC-138 Beta) Diesel generator - Capacity: 350 to <750 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.233h,Costing is per unit and is based upon 1000 kVa.,1000,kva,(ATC-138 Beta) Diesel generator - Capacity: 750 to 1200 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +D5092.233k,Costing is per unit and is based upon 1500 kVa.,1500,kva,(ATC-138 Beta) Diesel generator - Capacity: 1200 to 2000 kVA - Pre-qualified equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only,Diesel generator,other,Not Given,TRUE,7,3,building,0,0,0 +E1099.100a,Generic acceleration sensitive equipment requiring user adjustment of the cost and capacity modifiers. Mutually exclusive damage states represent the potential for repairs or replacement. This component requires minimally complex repairs and associated low repair time. ,1,each,"User defined generic acceleration sensitive equipment, low repair complexity ","Acceleration sensitive equipment, low repair complexity - User defined",other,HBRG,FALSE,10,0,NA,0,0,0 +E1099.100b,Generic acceleration sensitive equipment requiring user adjustment of the cost and capacity modifiers. Mutually exclusive damage states represent the potential for repairs or replacement. This component requires moderately complex repairs and associated low repair time. ,1,each ,"User defined generic acceleration sensitive equipment, moderate repair complexity ","Acceleration sensitive equipment, moderate repair complexity - User defined",other,HBRG,FALSE,10,0,NA,0,0,0 +E1099.100c,Generic acceleration sensitive equipment requiring user adjustment of the cost and capacity modifiers. Mutually exclusive damage states represent the potential for repairs or replacement. This component requires highly complex repairs and associated low repair time. ,1,each,"User defined generic acceleration sensitive equipment, high repair complexity ","Acceleration sensitive equipment, high repair complexity - User defined",other,HBRG,FALSE,10,0,NA,0,0,0 +E1099.101a,Generic acceleration sensitive equipment requiring user adjustment of the cost and capacity modifiers. A single damage state represents the potential for repairs or replacement. This component requires minimally complex repairs and associated low repair time. ,1,each,"User defined generic acceleration sensitive equipment, low repair complexity","Acceleration sensitive equipment, low repair complexity - User defined",other,HBRG,FALSE,10,0,NA,0,0,0 +E1099.101b,Generic acceleration sensitive equipment requiring user adjustment of the cost and capacity modifiers. A single damage state represents the potential for repairs or replacement. This component requires moderately complex repairs and associated low repair time. ,1,each ,"User defined generic acceleration sensitive equipment, moderate repair complexity","Acceleration sensitive equipment, moderate repair complexity - User defined",other,HBRG,FALSE,10,0,NA,0,0,0 +E1099.101c,Generic acceleration sensitive equipment requiring user adjustment of the cost and capacity modifiers. A single damage state represents the potential for repairs or replacement. This component requires highly complex repairs and associated low repair time. ,1,each,"User defined generic acceleration sensitive equipment, high repair complexity ","Acceleration sensitive equipment, high repair complexity - User defined",other,HBRG,FALSE,10,0,NA,0,0,0 +E2022.001,Unanchored and installed per manufacturer's recommendations on a carpeted floor.,1,each,Modular office work stations. ,Modular office work stations. ,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.010,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,"Unsecured fragile objects on shelves, unknown restraint",Unsecured fragile objects on shelves,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.011,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,"Fragile contents secured by museum putty, Velcro or other weak but sticky stuff",Fragile contents ,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.012,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,Fragile contents on shelves in storage cabinets with latches,Fragile contents ,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.013,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,"Unsecured fragile objects on shelves, low friction surface",Fragile contents ,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.020,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,"Home entertainment equipment, unknown installation",Home entertainment equipment,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.021,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,Electronic equipment on wall mount brackets,Electronic equipment ,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.022,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,"Desktop electronics including computers, monitors, stereos, etc on a slip resistant surface",Desktop electronics ,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.023,Costing to be furnished by user. Consequence data assumes 16 SF of damage area.,1,each,"Desktop electronics including computers, monitors, stereos, etc, smooth surface",Desktop electronics ,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.102a,"Standard bookcase, unanchored laterally. Bookcase is 12-5/8"" deep x 29"" tall",1,each,"Bookcase, 2 shelves, unanchored laterally",Bookcase,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.102b,"Standard bookcase, anchored laterally. Bookcase is 12-5/8"" deep x 29"" tall.",1,each,"Bookcase, 2 shelves, anchored laterally",Bookcase,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.103a,"Standard bookcase, unanchored laterally. Bookcase is 12-5/8"" deep x 41"" tall",1,each,"Bookcase, 3 shelves, unanchored laterally",Bookcase,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.103b,"Standard bookcase, anchored laterally. Bookcase is 12-5/8"" deep x 41"" tall.",1,each,"Bookcase, 3 shelves, anchored laterally",Bookcase,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.104a,"Standard bookcase, unanchored laterally. Bookcase is 12-5/8"" deep x 56"" tall",1,each,"Bookcase, 4 shelves, unanchored laterally",Bookcase,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.104b,"Standard bookcase, anchored laterally. Bookcase is 12-5/8"" deep x 56"" tall.",1,each,"Bookcase, 4 shelves, anchored laterally",Bookcase,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.105a,"Standard bookcase, unanchored laterally. Bookcase is 12-5/8"" deep x 71"" tall",1,each,"Bookcase, 5 shelves, unanchored laterally",Bookcase,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.105b,"Standard bookcase, anchored laterally. Bookcase is 12-5/8"" deep x 71"" tall.",1,each,"Bookcase, 5 shelves, anchored laterally",Bookcase,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.106a,"Standard bookcase, unanchored laterally. Bookcase is 12-5/8"" deep x 81-1/4"" tall",1,each,"Bookcase, 6 shelves, unanchored laterally",Bookcase,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.106b,"Standard bookcase, anchored laterally. Bookcase is 12-5/8"" deep x 81-1/4"" tall.",1,each,"Bookcase, 6 shelves, anchored laterally",Bookcase,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.112a,"Filing cabinet, unanchored laterally. Cabinet has 2 drawers and is 15"" deep x 24"" tall",1,each,"Vertical Filing Cabinet, 2 drawer, unanchored laterally",Vertical Filing Cabinet,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.112b,"Filing cabinet, anchored laterally. Cabinet has 2 drawers and is 15"" deep x 24"" tall",1,each,"Vertical Filing Cabinet, 2 drawer, anchored laterally",Vertical Filing Cabinet,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.114a,"Filing cabinet, unanchored laterally. Cabinet has 4 drawers and is 15"" deep x 52"" tall",1,each,"Vertical Filing Cabinet, 4 drawer, unanchored laterally",Vertical Filing Cabinet,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.114b,"Filing cabinet, anchored laterally. Cabinet has 4 drawers and is 15"" deep x 52"" tall",1,each,"Vertical Filing Cabinet, 4 drawer, anchored laterally",Vertical Filing Cabinet,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.124a,"Filing cabinet, unanchored laterally. Cabinet has 4 drawers and is 18.6"" deep x 52.5"" tall",1,each,"Lateral Filing Cabinet, 2 drawer, unanchored laterally",Lateral Filing Cabinet,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.124b,"Filing cabinet, anchored laterally. Cabinet has 4 drawers and is 18.6"" deep x 52.5"" tall",1,each,"Lateral Filing Cabinet, 2 drawer, anchored laterally",Lateral Filing Cabinet,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.125a,"Filing cabinet, unanchored laterally. Cabinet has 5 drawers and is 18.6"" deep x 67.75"" tall",1,each,"Lateral Filing Cabinet, 4 drawer, unanchored laterally",Lateral Filing Cabinet,other,Not Given,TRUE,10,0,NA,0,0,0 +E2022.125b,"Filing cabinet, anchored laterally. Cabinet has 5 drawers and is 18.6"" deep x 67.75"" tall",1,each,"Lateral Filing Cabinet, 4 drawer, anchored laterally",Lateral Filing Cabinet,other,Not Given,TRUE,10,0,NA,0,0,0 +F1012.001,Standard pallet back to back storage rack. Three to five levels tall with total height from 15 to 20 ft. Costing assumes one single side access rack. Costing of rack and restocking based upon 50 LF of rack. Costing of rack contents to be furnished by user. ,50,lf,"Storage racks designed and installed before 2007, big box retail (12' to 15' tall)",Storage racks ,other,Not Given,TRUE,10,0,NA,0,0,0 diff --git a/src/atc138/data/damage_state_attribute_mapping.csv b/src/atc138/data/damage_state_attribute_mapping.csv index 5e259e2..22bd784 100644 --- a/src/atc138/data/damage_state_attribute_mapping.csv +++ b/src/atc138/data/damage_state_attribute_mapping.csv @@ -37,6 +37,14 @@ B1033\.06[1-3][a-c],OCBF designed to ductile slenderness limits,Buckling of brac B1033\.06[1-3][a-c],OCBF designed to ductile slenderness limits,Fracture of brace or gusset. Buckling of gusset. Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. Nearly total loss of lateral resistance.,3,NA,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,5,0,1,NA,0 B1033\.07\w+,Non Seismic Braces,Fracture of brace or gusset. Buckling of gusset. Substantial loss of lateral resistance.,1,NA,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,5,0,1,NA,0 B1033\.[34].*,Simpson YLBC Braces,"Fracture of brace fuse component(s), and resulting loss of lateral resistance.",1,NA,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,5,20,1,0,5,0,1,NA,0 +B1033\.(5[12].*|[67].*),Updated generic BRBs - post 2016 (generic|corebrace),initial cracking/yielding/flange buckling,1,1,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,5,20,1,0,5,0,1,NA,0 +B1033\.(5[12].*|[67].*),Updated generic BRBs - post 2016 (generic|corebrace),initial cracking/yielding/flange buckling,1,2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,5,20,1,0,5,0,1,NA,0 +B1033\.(5[12].*|[67].*),Updated generic BRBs - post 2016 (generic|corebrace),Severe yielding and buckling of beams and columns adjacent to the gusset with possibility of local tearing in buckled areas. Onset of weld fracture and buckling possible in gusset plates. Remaining lateral strength of BRB system is questionable.,1,3,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,5,20,1,0,5,0,1,NA,0 +B1033\.(5[12].*|[67].*),Updated generic BRBs - post 2016 (generic|corebrace),Fracture of brace or gusset. Buckling of gusset. Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. Severe loss of lateral resistance.,2,NA,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,5,20,1,0,5,0,1,NA,0 +B1033\.5[34].*,Updated generic BRBs - pre 2016,initial cracking/yielding/flange buckling,1,1,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,5,20,1,0,5,0,1,NA,0 +B1033\.5[34].*,Updated generic BRBs - pre 2016,Severe yielding and buckling of beams and columns,1,2,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,5,20,1,0,5,0,1,NA,0 +B1033\.5[34].*,Updated generic BRBs - pre 2016,Fracture of brace or gusset. Buckling of gusset. Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. Severe loss of lateral resistance.,1,3,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,5,20,1,0,5,0,1,NA,0 +B1033\.5[34].*,Updated generic BRBs - pre 2016,Fracture of brace or gusset. Buckling of gusset. Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. Severe loss of lateral resistance.,2,NA,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,5,20,1,0,5,0,1,NA,0 B1035\.0[0123]\w+,Post Northridge Steel Beam Connection,Local beam flange and web buckling.,1,NA,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,4,full,1,0,0,0,0,0,0,0,3,7,1,0,6,0,1,NA,0 B1035\.0[0123]\w+,Post Northridge Steel Beam Connection,DS1 plus lateral-torsional distortion of beam in hinge region.,2,NA,1,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,6,0,1,NA,0 B1035\.0[0123]\w+,Post Northridge Steel Beam Connection,Low-cycle fatigue fracture in buckled region of RBS.,3,NA,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,6,0,1,NA,0 @@ -96,6 +104,14 @@ B1044\.0[345678][1-3],"RC Shear Walls: Shear Controlled, With Return Flanges or B1044\.0[345678][1-3],"RC Shear Walls: Shear Controlled, With Return Flanges or Boundary Columns (non-bearing)",Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.,2,NA,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,1,0,1,NA,0 B1044\.0[345678][4-6],"RC Shear Walls: Shear Controlled, With Return Flanges or Boundary Columns (load bearing)",Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.,1,NA,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,1,0,1,NA,0 B1044\.0[345678][4-6],"RC Shear Walls: Shear Controlled, With Return Flanges or Boundary Columns (load bearing)",Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.,2,NA,3,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,1,0,1,NA,0 +B1044\.(3[012][1-3]),RC Shear Walls: Flexure Controlled (non-bearing),"Spalling of cover, vertical cracks greater than 1/16 inch.",1,NA,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,4,rapid,0,0,0,0,0,0,0,0,3,7,1,0,1,0,1,NA,0 +B1044\.(3[012][1-3]),RC Shear Walls: Flexure Controlled (non-bearing),Exposed longitudinal reinforcing.,2,1,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,1,0,1,NA,0 +B1044\.(3[012][1-3]),RC Shear Walls: Flexure Controlled (non-bearing),Exposed longitudinal reinforcing. Reinforcement bucking possible.,2,2,1,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,1,0,1,NA,0 +B1044\.(3[012][1-3]),RC Shear Walls: Flexure Controlled (non-bearing),"Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",3,NA,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,1,0,1,NA,0 +B1044\.(3[012][4-6]),RC Shear Walls: Flexure Controlled (load bearing),"Spalling of cover, vertical cracks greater than 1/16 inch.",1,NA,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,4,rapid,0,0,0,0,0,0,0,0,3,7,1,0,1,0,1,NA,0 +B1044\.(3[012][4-6]),RC Shear Walls: Flexure Controlled (load bearing),Exposed longitudinal reinforcing.,2,1,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,1,0,1,NA,0 +B1044\.(3[012][4-6]),RC Shear Walls: Flexure Controlled (load bearing),Exposed longitudinal reinforcing. Reinforcement buckling possible.,2,2,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,1,0,1,NA,0 +B1044\.(3[012][4-6]),RC Shear Walls: Flexure Controlled (load bearing),"Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",3,NA,3,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,3,7,1,0,1,0,1,NA,0 B1044\.2\w+,Precast Tilt up Panel,Residual Cracking requiring epoxy injection,1,NA,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,4,rapid,0,0,0,0,0,0,0,0,2,8,1,0,3,0,1,NA,0 B1044\.2\w+,Precast Tilt up Panel,Damage State 1 + residual drift requiring realignment,2,NA,1,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,2,8,1,0,3,0,1,NA,0 B1049\.\w+a,RC Slabs no continuity reinforcement,Yield strain of the slab flexural reinforcement has been exceeded. Spalling of concrete may or may not occur. Slab exhibits large enough crack widths to allow epoxy injection.,1,NA,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,4,rapid,0,0,0,0,0,0,0,0,3,7,1,0,8,0,1,NA,0