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Plans D 1Ke.,01BUILT Nov 2 8 2016 Material List Engineered Wood Products RB Number 12259 ; E ` OE' - i ; [, Operator Matt Russell Project Name 13553 Commercial Buildiing3 111.0!1 a,..r DIVISION Office Location Tigard Delivery Dl:Main Floor Comment Plant Stayton Status Approved For Production " Latest Revision : Report Type Customer I-Joist Products Joists Quantity Type Series Depth Length Profile Bevel Cut WS Aft Knockouts Camber P.E.T. Footage Notes 52 Al Red-165 11.88 31'-6.00" None No 1638.0 7 A2 Red-I65 11.88 9'-0.00" None No 63.0 7 A3 Red-165 11.88 25'-0.00" None No 178.5 3 A4 Red-I65 11.88 16'-0.00" None No 48.0 5 A5 Red-165 11.88 7'-6.00" None No 37.5 74 ' ' ' Red-I65 11.88 Total 1965.0 I-Joist Products Blocking Panels Quantity Type Series Depth Length End Blocks Custom Depth Knockouts Notes 98 Red-165 11.875 13.438 None 18 Red-165 11.875 21.438 None Connectors Quantity Type Model Top Face Member Slope Skew Fig.Slope Fig.Angle Fig.Offset NetH Finish Notes 18 2 ILBV2.56/11.88X 6-N10 4-N10 2-N10 SKL31 F 27 3 WPI311.88X 4-10d 4-N10 SKR57 59 1 ITS2.56/11.88 4-N10 2-N10 Hardware Quantity Type Description Notes 6.5 lb N10(l0dxl.5)Nails 2.0 lb 10d(10dx3)Nails 19 Carriage Bok 3/8"x 4" 19 3/8"Washer 19 Nut 3/8" BOP 6-- *24Z City of Tigard Apt iv Plans By ► a� % Date OFFICE COPY TeamBuilder 3.07 Dl:12259 13553 Commercial Buildiing 1 of 1 ML.xlsm Approved For Production 11/11/2016,11:47 AM ot TC49BUILT Material List Snip,cra 4 Woo')Pmtluc:,. RB Number 12259 Operator Matt Russell Project Name 13553 Commercial Buildiing Office Location Tigard Delivery D2:Roof Comment Plant Hillsboro Status Approved For Production Latest Revision : Report Type Customer Open-Web Products Trusses Quantity Type Series Cepbls) APpi. Profile Clear Span Pr.Length Pr.Load Fastens.Lae FSM' Footage Notes 17 B1 Red-L 36/30.4 115% Tapered 22'-0.50" 22.6 203.0 03.06.N0 6-410 384 2 6-410 6-410 1 610 RL _ 36/30.6 115% Ta �-red 21'-2.75" 21.5 204.021.5 1 B11 Red-L 36/30 115% Ta•=red 23-9.00" 24.0 201.0 6-N10 6-Nt0 24.0 B12 Red-L 36/29.4 115% _ Ta.-red 26'-1.00" 26.3 198.0 6-410 6-410 26.3 6-N10 6-410 B13 - Red-L 36/28.8 115% Tame,red 28'-5.25"_ 28.7_ 195.0 28.7 B14 Red-L 36/28.2 115i Ta•= -• 309.00" 31.0 193.0 6.410 6.410 31.0 1 B15 Red-L 36/27.7 115% _ T=•=red 31'-11.25" 33.5 191.0 6-N1 0 6-410 335 1 B17 Red-L 36/28.6 115% Tapered 29'-5 00" 29.5 194.0 6-N10 6-N10 29.5 1 B18 Red-L 36130.1 - 115% Tapered 23'.4.25" 23.4 - 201.0 6.410 6-410 23.4 _ 1 B19 Red-L 36/31.6 I 115% Tapered 1T-3.00" 17.4 212.0 64410 6-Nto 17 4 -- 6-410 6-N10 1 B2 Red-L 36/30.6 � 115% Tapered 21'-3.25" 21.8 191.0 __. _. __-_21.6 _ 1 B20 Red-L 36/33.2 115% Tapered 11'-2.00" 11.5 234.0 6 1110 6410 11.5 1 1321 Red-L 36/34.7 115% Tapered 5'-1.00" 1 Red-L 36/32.1 115% T-,-red 15'-2.25" 16.8 199.0 64410 6-410 16.8 y 1 Red-L 36/33.7 115% Tapered 9'-1,25" 8.6 217.0 6 410 6 410 9.6 6.410 6-N10 1 Ret!L 36!33.5 115% +I Tapered 9'-8.50" 10.0 244.0 10.0 __ 1 =• Red L 36!32.9 115% Tapered 12'-0.50" 12.4 230.0 6 Nto s Oto i 12.4 64410 6.410 1 Red-L 36/32.4 115% Ta•-red 14'-4.50" 15.7 221.0 ____ 15.7 1 Red-L 36/31.8 115% Ta•=red 16'-8.75" 16.8 214.0 6-N10 6-N10 16.8 _ 64410 64410 1 B9 Red-L 36/31.2 115% Tapered 19'-0.75' 19.3 208.0 19.3 36 • • • Red-L I Total 758.8 Open-Web Products Blocking Quantity Type Size Length Net Custom Width Series&Clip Spacing Tight To Notes 21 I 2x4 66.000(in) Nom Red-L-All Clips 48 Skewed Support - - 24 2x6 48.000(in) Nom 1_ Red-L-All Cliffs _ 48 Bearing Clip 18 1 2x6 79.000(in) NomRed-L-All Clips 48 Bearing Clip 21 i 2x6 43.000(in) Nom I Red-L-All Clips 48 Bearing Clip Open-Web Products Bridging Lineal Ft Type SW Grade Nobs 320 I I 2x6 I DF 1650 I 1 i Open-Web Products Strut Bracing Quantity Type Style Spacing Series Notes 37 K5 48 Red-L TeamBuilder 3.07 D2:12259 13553 Commercial Buildiing 1 of 2 ML.xlsm Approved For Production 11/14/2016,4:14 PM Open-Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes 24 TB1 B3R 41.500 Wind Uplift 30"+ 36 Third-Party Products Glulam Beams Quantity Type Size Length Layup Camber Appearance Footage Notes 1 GB1 5.5x15 18'-0.00" 24F-V4 5000.000 Framing 18.0 1 GB1 5.5x15 19'-0.00" 24F-V4 , 5000.000 Framing 19.0 1 GA1 5.5x18 31'-0.00" 24F-V8 0.000 Framing 31.0 1 ' ' ' 5.5x18 V8 Total 31.0 2 ' ' ' 5.5x15 V4 Total 37.0 Hardware Quantity Type Description Notes 11.0 lb N10(10dx1.5)Nails TeamBuilder 3.07 D2:12259 13553 Commercial Buildiing 2 of 2 ML.xlsm Approved For Production 11/11/2016,12:04 PM 1-"<ed,SPEC Project: Project Location: Type: 'Al Folder: 13553 Commercial Retail Date: 10/19/16 10:41 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: Al 11.875" Red-I65TM @ 16" o.c. with Glued Sheathing This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 57% 1280 2255 Floor(100%) 1.0D+1.0L All Spans PASS Positive Moment(ft-lb) 76% 5120 6750 Floor(100%) 1.0D+1.0L All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 76% 0.407 0.533 L/471 L/360 1.0D+1.0L All Spans PASS Span Total 61% 0.489 0.800 L/393 L/240 1.0D+1.0L All Spans PASS FloorChoice'"Rating: 9.0 Performance rating is based on:48 oc(1 1/8")sheathing,glued and nailed,simple span,rigid supports.RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical(lb)(DOL%) 1067(100) 1067(100) Dead Reaction(lb) 213 213 Total Reaction(Ib)(DOL%) 1280(100) 1280(100) Bearing Bottom Flush Support Wall Wall Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size Right ITS2.56/11.88 4-10d 2-10d 2-Strong-Grip Glulam DF/SP 8.75x34.5 SPANS AND LOADS Dimensions represent horizontal design spans. D 16'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 100 20 0 16" Glued Floor Joist NOTES •Building code and design methodology: 2009 IBC ASD(US). •Deflection analysis is based on composite action with 48 oc(1 1/8")sheathing,glued and nailed. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Live load deflection meets code but may not meet RedBuiltT"recommendations. C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 10:41:46 AM Project: 13553 Commercial Retail: Al Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt"" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt"' RedSpecT",Red-IT',Red-I45'",Red-I45LT",Red-I58T",Red-I65'",Red-I65TT",Red-I90T",Red-I90HT",Red-I9OHST",Red-LT",Red-LT",Red- WT",Red-ST",Red-MT",Red-HT",RedLamT",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. Ke riSPEC Project: Project Type: Bi Location: Folder: 13553 Commercial Retail Date: 10/19/16 4:53 PM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B1 TAPERED 36-30.4" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design A0178432. Design Allow. Pass/Fail Span Live 26% 0.196 L/999+ L/360 PASS Span Total 23% 0.336 L/795 L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 1568(115) 1216(115) Dead Reaction(Ib) 847 1006 Total Reaction(Ib)(DOL%) 2415(115) 2221(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope:-0.25/12 A 22'-3.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) 6 0 0'-0.0"to 22'-3.0" Adds To Point lb Floor(100%) 0 300 17'-0.0" Adds To HVAC Tapered psf Snow(115%) 25 to 0 0 to 0 0' 0.0"to 10' 0.0" Adds To NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=203 •Pricing Index(plf)= 193 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 4:53:12 PM Project: 13553 Commercial Retail : B1 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltTT",RedSpecT",Red-IT",Red-I45T",Red-I45LT",Red-I58T",Red-165'",Red-I65TT",Red-I90T",Red-I9OH`",Red-I9OHST",Red-L`"',Red-LTT",Red- W`",Red-ST",Red-M'",Red-HT",RedLamT",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. SPECProject: Project Type: B2 Location: Folder: 13553 Commercial Retail Date: 11/11/16 11:59 AM RedSpecTm by RedBuiltTM Designer: v7.1.4 Comment: B2 TAPERED 36-30.6" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 24% 0.175 0.717 L/999+ L/360 PASS Span Total 19% 0.279 1.433 L/924 L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 1527(115) 1181(115) Dead Reaction(Ib) 751 751 Total Reaction(Ib)(DOL%) 2278(115) 1932(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 6 U 21'-6.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 21'-6.0" Adds To Tapered psf Snow(115%) 25 to 0 0 to 0 0'-0.0"to 10'-0.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)= 191 •Pricing Index(plf)= 167 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 11/11/2016 11:59:18 AM Project: 13553 Commercial Retail : B2 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt",RedSpec'",Red-ITT",Red-I45",Red-I45L"",Red-I58",Red-I65",Red-I65T",Red-I90",Red-I9OH'",Red-I9OHS",Red-LT",Red-LT'",Red- W'",Red-ST",Red-MT",Red-H",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. edSProject: Project Location: Type: 03 Folder: 13553 Commercial Retail Date: 11/11/16 12:00 PM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B3 TAPERED 36-32. 1" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 17% 0.088 0.514 L/999+ L/360 PASS Span Total 13%, 0.135 1.028 L/999+ L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 1193(115) 907(115) Dead Reaction(Ib) 544 544 Total Reaction(Ib)(DOL%) 1737(115) 1451(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 11 _: o 15'-5.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 15'-5.0" Adds To Tapered psf Snow(115%) 25 to 0 0 to 0 0'-0.0"to 10'-0.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. .: •Pricing Load(plf)= 199 •Pricing Index(plf)= 176 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 11/11/2016 12:00:38 PM Project: 13553 Commercial Retail: B3 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'",RedSpec"",Red-I"",Red-145"",Red-I45L'",Red-I58"",Red-I65"",Red-165T"",Red-I90T",Red-I90HT",Red-I90HS"",Red-L"",Red-LT"",Red- W"",Red-S"",Red-MT",Red-H"",RedLam"",FloorChoice""are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. 4eNedsPProject: Project Type: B4 Location: Folder: 13553 Commercial Retail Date: 11/11/16 12:01 PM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B4 TAPERED 36-33.7" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom - designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 11% 0.034 0.311 L/999+ L/360 PASS Span Total 8% 0.049 0.622 L/999+ L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 818(115) 670(115) Dead Reaction(Ib) 337 337 Total Reaction(ib)(DOL%) 1155(115) 1008(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 9'-4.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 9'-4.0" Adds To Tapered psf Snow(115%) 25 to 1.6 0 to 0 0'-0.0"to 9'-4.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)= 218 •Pricing Index(plf)= 195 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 11/11/2016 12:01:20 PM Project: 13553 Commercial Retail: B4 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT",RedSpecT",Red-IT",Red-I45T",Red-I4512",Red-I58T",Red-I65T",Red-I65TT",Red-190T",Red-I90HT",Red-I9OHST",Red-LT",Red-LTT" Red- WT",Red-ST",Red-MT",Red-HT",RedLamT",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. 4NCOISPEC Project: Project Location: Type: B5 Folder: 13553 Commercial Retail Date: 10/19/16 10:26 AM RedSpec1M by RedBuiltTM Designer: v7.1.4 Comment: B5 TAPERED 36-33.5" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 10% 0.032 0.331 L/999+ L/360 PASS Span Total 9% 0.059 0.661 L/999+ L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 692(115) 857(115) Dead Reaction(Ib) 506 508 Total Reaction(lb)(DOL%) 1198(115) 1366(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 li N. I — 9'- 11.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 9'-11.0" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0.2 to 25 0 to 0 0'-0.0"to 9'-11.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=244 •Pricing Index(plf)=250 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 10:26:06 AM Project: 13553 Commercial Retail : B5 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT",RedSpec",Red-IT",Red-I45",Red-I45L'",Red-I58",Red-I65",Red-I65T",Red-I90",Red-I9OHT",Red-I9OHS",Red-LT",Red-LT'",Red- W'",Red-ST",Red-MT",Red-HT",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. LocatiProject:on: Project Type: B6 Folder: 13553 Commercial Retail Date: 10/19/16 10:28 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B6 TAPERED 36-32.9" Red-LTM @ 48" o.c. - This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom - designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 13% 0.053 0.408 L/999+ L/360 PASS Span Total 11% 0.091 0.817 L/999+ L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 777(115) 1006(115) Dead Reaction(Ib) 614 558 Total Reaction(Ib)(DOL%) 1391(115) 1565(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 11 v � 12'-3.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 12'-3.0" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 25 0 to 0 2'-3.0"to 12'-3.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=230 •Pricing Index(plf)=231 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 10:28:57 AM Project: 13553 Commercial Retail : B6 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt",RedSpec",Red-I'",Red-I45",Red-I45L",Red-I58'",Red-I65",Red-I65T'",Red-I90",Red-I90H'",Red-I9OHS'",Red-L'",Red-LT",Red- W',Red-S'",Red-M",Red-H'",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. ‘ifKeriSPEC Project: Project Location: Type: B7 Folder: 13553 Commercial Retail Date: 10/19/16 10:30 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B7 TAPERED 36-32.4" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 16% 0.080 0.486 L/999+ L/360 PASS Span Total 14% 0.139 0.972 L/999+ L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 872(115) 1145(115) Dead Reaction(lb) 713 618 Total Reaction(ib)(DOL%) 1585(115) 1763(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope:-0.25/12 - b 0 14'-7.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 14'-7.0" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 25 0 to 0 4'-7.0"to 14'-7.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=221 •Pricing Index(plf)=217 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 10:30:05 AM Project: 13553 Commercial Retail: B7 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT"^ associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt"" RedSpec"",Red-IT",Red-145"",Red-I45LT",Red-158'",Red-I65T",Red-I65TT",Red-I90T",Red-I90HT",Red-I9OHST",Red-LT",Red-LTT",Red- WT" Red-ST",Red-MT",Red-HT",RedLamT",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. COIS Project: Project Location: Type: B8 Folder: 13553 Commercial Retail Date: 10/19/16 10:31 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B8 TAPERED 36-31.8" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom - designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 17% 0.095 0.564 L/999+ L/360 PASS Span Total 15% 0.170 1.128 L/999+ L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 973(115) 1277(115) Dead Reaction(lb) 807 683 Total Reaction(lb)(DOL%) 1780(115) 1960(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 U b 16'- 11.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 16'-11.0" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 25 0 to 0 6-11.0"to 16'-11.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=214 •Pricing Index(plf)=208 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 10:31:17 AM Project: 13553 Commercial Retail: B8 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT" RedSpecT",Red-IT",Red-I45",Red-I45LT",Red-I58",Red-I65T",Red-I65T",Red-I90",Red-19011T",Red-I9OHST",Red-LT",Red-LT",Red- WT",Red-ST",Red-MT",Red-HT",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. • 474- e() SPECLProject: Project ocation: Type: B9 Folder: 13553 Commercial Retail Date: 10/19/16 10:32 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B9 TAPERED 36-31.2" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Uve 21% 0.133 0.644 L/999+ L/360 PASS Span Total 17% 0.224 1.289 L/999+ L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 1081 (115) 1410(115) Dead Reaction(Ib) 900 754 Total Reaction(Ib)(DOL%) 1982(115) 2164(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope:-0.25/12 - b 19'-4.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 19'-4.0" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 25 0 to 0 9'-4.0"to 19'-4.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=208 •Pricing Index(plf)=200 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 10:32:35 AM Project: 13553 Commercial Retail : B9 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt",RedSpec",Red-I'",Red-I45",Red-I45L",Red-158",Red-I65",Red-I65T",Red-I90",Red-I90H",Red-I90HS",Red-L",Red-LT",Red- W",Red-S",Red-M'",Red-H",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. LocationProject:: Project Type: B10 Folder: 13553 Commercial Retail Date: 10/19/16 10:33 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B10 TAPERED 36-30.6" Red-LTM @ 48" o.c. - This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 26% 0.188 0.722 L/999+ L/360 PASS Span Total 22% 0.320 1.444 L/813 L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 1189(115) 1536(115) Dead Reaction(Ib) 988 825 Total Reaction(Ib)(DOLMo) 2177(115) 2361(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 21'-8.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 21'-8.0" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 25 0 to 0 11'-8.0"to 21'-8.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=204 •Pricing Index(plf)= 194 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 10:33:28 AM Project: 13553 Commercial Retail: B10 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt",RedSpecT",Red-IT",Red-I45T",Red-I45L'",Red-I58",Red-I65",Red-165T",Red-I90",Red-I90HT",Red-I9OHST",Red-LT",Red-LT",Red- WT",Red-ST",Red-MT",Red-HT",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. 47Ke%),S Proj i Locat ct: Project Type: Bii Folder: 13553 Commercial Retail Date: 10/19/16 10:34 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B11 TAPERED 36-30" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 29% 0.231 0.800 L/999+ L/360 PASS Span Total 24% 0.389 1.600 L/740 L/ 180 PASS SUPPORTS Support I Support 2 Live Reaction(lb)(DOL%) 1298(115) 1660(115) Dead Reaction(Ib) 1074 898 Total Reaction(ib)(DOL%) 2372(115) 2558(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 - b 24'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 24'-0.0" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 25 0 to 0 14'-0.0"to 24'-0.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=201 •Pricing Index(plf)= 189 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 10:34:28 AM Project: 13553 Commercial Retail: B11 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt",RedSpecT",Red-IT",Red-I45",Red-145LT",Red-158",Red-I65",Red-I65TT",Red-I90",Red-I9OHT",Red-I9OHST" Red-LT",Red-LT",Red- W",Red-ST",Red-MT",Red-HT",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. • Project: Project Location: Type: B12 Folder: 13553 Commercial Retail Date: 10/19/16 10:35 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B12 TAPERED 36-29.4" Red-LTM @ 48" o.c. - This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 36% 0.317 0.878 L/998 L/360 PASS Span Total 31% 0.536 1.756 L/590 L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 1409(115) 1783(115) Dead Reaction(Ib) 1159 972 Total Reaction(Ib)(DOL%) 2567(115) 2755(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 11 b 26'-4.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 26'-4.0" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 25 0 to 0 16-4.0"to 26'-4.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)= 198 •Pricing Index(plf)= 185 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 10:35:42 AM Project: 13553 Commercial Retail : B12 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT" recommendations.The loads,spans,and spacing have been provided by others and must - be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt"" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt"",RedSpecT",Red-IT",Red-I45T",Red-I45LT",Red-I58T",Red-I65T",Red-165TT",Red-I90T",Red-I90HT",Red-I9OHST",Red-LT",Red-LTT",Red- WT",Red-ST",Red-MT",Red-HT",RedLam"",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. 4WSPEClocatiProjen:ct: Project Type: B13 Folder: 13553 Commercial Retail Date: 10/19/16 10:38 AM RedSpec"M by RedBuilt'M Designer: v7.1.4 Comment: B13 TAPERED 36-28.8" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 44% 0.425 0.956 L/810 L/360 PASS Span Total 38% 0.719 1.911 L/479 L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 1520(115) 1905(115) Dead Reaction(lb) 1243 1046 Total Reaction(Ib)(DOL%) 2763(115) 2951(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 tI S!, � a 28'-8.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 28'-8.0" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 25 0 to 0 18'-8.0"to 28'-8.0" Adds To Snow Drift NOTES •Building code and design methodology:2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)= 195 •Pricing Index(plf)= 182 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 10:38:33 AM Project: 13553 Commercial Retail: B13 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt",RedSpec",Red-I",Red-I45",Red-I45L",Red-I58",Red-I65",Red-I65T",Red-I90",Red-I90H",Red-I9OHS",Red-L",Red-LT",Red- W'",Red-S'",Red-M",Red-H",RedLam",FloorChoice"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. 'We-VI:SPE4 ► Project: Project Type: Bi4 Location: Folder: 13553 Commercial Retail Date: 11/11/16 11:56 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B14 TAPERED 36-28.2" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 55% 0.567 1.033 L/656 L/360 PASS Span Total 46% 0.960 2.067 L/387 L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 1630(115) 2012(115) Dead Reaction(Ib) 1326 1122 Total Reaction(lb)(DOL%) 2956(115) 3134(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope:-0.25/12 I!1 31'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(1600/0) -6 0 0'-0.0"to 31'-0.0" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 24.6 0 to 0 21'-2.0"to 31'-0.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)= 193 •Pricing Index(plf)= 179 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 11/11/2016 11:56:07 AM Project: 13553 Commercial Retail : B14 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt"",RedSpecT",Red-IT",Red-I45T",Red-I45LT",Red-I58T",Red-I65T",Red-I65T'" Red-I90'",Red-I90H'",Red-I9OHST",Red-LT",Red-LT'" Red- WT",Red-ST",Red-MT",Red-H'",RedLam'",FloorChoice'"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. > Project: Project ocation: Type: B15 Folder: 13553 Commercial Retail Date: 11/11/16 11:56 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B15 TAPERED 36-27.7" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 65% 0.717 1.111 L/558 L/360 PASS Span Total 55% 1.212 2.222 L/330 L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 1743(115) 2132(115) Dead Reaction(Ib) 1409 1198 Total Reaction(Ib)(DOL%) 3152(115) 3330(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 W b EA _Th - 33'-4.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 33'-4.0" Adds To Wind Uplift Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 24.6 0 to 0 23'-6.0"to 33'-4.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)= 191 •Pricing Index(plf)= 176 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 11/11/2016 11:56:53 AM Project: 13553 Commercial Retail : B15 Page 1 of 1 , 4 7 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed i � L in accordance with local building code requirements and RedBuilt."recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT" RedSpecT",Red-IT",Red-I45T",Red-I4512",Red-158"",Red-I65T",Red-I65TT",Red-I90T",Red-I90HT",Red-I90HST",Red-LT",Red-ITT",Red- WT",Red-ST",Red-MT",Red-HT",RedLamT",FloorChoiceT"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. SPECLocaPrjetion:ct: Project Type: B16 Folder: 13553 Commercial Retail Date: 10/19/16 10:14 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B16 TAPERED 36-28.6" Red-LTM @ 48" o.c. - This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 47% 0.467 0.989 L/763 L/360 PASS Span Total 40% 0.792 1.978 L/449 L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(lb)(DOL%) 1568(115) 1957(115) Dead Reaction(Pb) 1278 1079 Total Reaction(lb)(DOL%) 2847(115) 3035(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope:-0.25/12 ti 4 G U 29'-8.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 29'-8.0" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 25 0 to 0 19'-8.0"to 29'-8.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)= 194 •Pricing Index(plf)= 181 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 10:14:51 AM Project: 13553 Commercial Retail: B16 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt'"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'",RedSpecT",Red-IT",Red-I45'",Red-I45L'",Red-I58"",Red-I65T",Red-I65TT",Red-I90T",Red-I90HT",Red-I9OHST",Red-LT",Red-LT'",Red- WT",Red-ST",Red-MT",Red-HT",RedLamT",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. 47 t O SProject: Project Location: Type: B17 Folder: 13553 Commercial Retail Date: 10/19/16 10:15 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B17 TAPERED 36-30.1" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 29% 0.226 0.786 L/999+ L/360 PASS Span Total 24% 0.381 1.572 L/743 L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 1279(115) 1638(115) Dead Reaction(Ib) 1058 885 Total Reaction(Ib)(DOL%) 2337(115) 2523(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 II _ o 23'-7.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 23'-7.0" Adds To Wind Uplift Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 25 0 to 0 13'-7.0"to 23'-7.0" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •A geometric constraint was encountered in this truss design.Examples of geometric constraints are minimum web angles, chord cutoffs,and panel lengths.To confirm that this design is feasible,please contact your local RedBuiltT"representative or call(866)859-6757. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=201 •Pricing Index(plf)= 190 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 10/19/2016 10:15:10 AM Project: 13553 Commercial Retail : B17 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT",RedSpecT",Red-IT",Red-I45"",Red-I4512",Red-I58T" Red-I65T",Red-I65TT",Red-I90T",Red-I90HT",Red-I9OHST",Red-LT",Red-LTT",Red- WT",Red-ST",Red-MT",Red-HT",RedLamT",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. 4NeXISPEC Location:Project: Project Type: B18 Folder: 13553 Commercial Retail Date: 11/11/16 11:57 AM RedSpecrm by RedBuiltTM Designer: v7.1.4 Comment: B18 TAPERED 36-31.6" Red-LTM @ 48" o.c. - This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) 04 Design Allow. Design Allow. Pass/Fail Span Live 17% 0.099 0.583 L/999+ L/360 PASS Span Total 15% 0.175 1.165 L/999+ L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 995(115) 1300(115) Dead Reaction(Ib) 829 700 Total Reaction(Ib)(DOL%) 1824(115) 2000(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope:-0.25/12 U 6 n 17'-5.75" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 17'-5.75" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 24.7 0 to 0 7-7.0"to 17'-5.75" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=212 •Pricing Index(plf)= 205 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 11/11/2016 11:57:52 AM Project: 13553 Commercial Retail: B18 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt""recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt"" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'",RedSpec'",Red-I'",Red-I45"",Red-I45L'",Red-I58'",Red-I65'",Red-I65T'" Red-I90'",Red-I90H"",Red-I9OHST",Red-LT",Red-LT",Red- WT",Red-S'",Red-M"'",Red-H'",RedLam"",FloorChoice'"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. e,C)sProject: Project Location: Type: B19 Folder: 13553 Commercial Retail Date: 11/11/16 11:58 AM RedSpecTM by RedBuiltTM Designer: v7.1.4 Comment: B19 TAPERED 36-33.2" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 13% 0.050 0.380 L/999+ L/360 PASS Span Total 11% 0.086 0.760 L/999+ L/180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 740(115) 947(115) Dead Reaction(lb) 576 539 Total Reaction(ib)(DOL%) 1316(115) 1486(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 11'-4.75" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 11'-4.75" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 0 to 24.7 0 to 0 1'-6.0"to 11'-4.75" Adds To Snow Drift NOTES •Building code and design methodology:2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=234 •Pricing Index(plf)=236 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 11/11/2016 11:58:40 AM Project: 13553 Commercial Retail : B19 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuilt" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt"",RedSpecT",Red-IT",Red-I45T",Red-I45LT",Red-I58T",Red-I65T",Red-I65TT",Red-I90", Red-I90HT",Red-I9OHST",Red-LT",Red-LTT",Red- WT" Red-ST",Red-MT",Red-HT",RedLam"",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. Ne'v SPECPrated: Project Location: Type: B20 Folder: 13553 Commercial Retail Date: 11/11/16 12:00 PM RedSpecT" by RedBuiltTM Designer: v7.1.4 Comment: B20 TAPERED 36-34.7" Red-LTM @ 48" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS(in) % Design Allow. Design Allow. Pass/Fail Span Live 4% 0.008 0.177 L/999+ L/360 PASS Span Total 3% 0.011 0.354 L/999+ L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction(Ib)(DOL%) 474(115) 515(115) Dead Reaction(lb) 216 485 Total Reaction(Ib)(DOL%) 690(115) 1000(115) Bearing Top Chord Top Chord Support Wall Wall Bearing Clip 6"No-Notch 6"No-Notch Clip Clip Approx.Clip Height 1.5" 1.5" Approx.Clip Width 7.1875" 7.1875" Assumed Bearing Width 3.5" 3.5" SPANS AND LOADS Dimensions represent horizontal clear span. Top Chord Slope: -0.25/12 5'-3.75" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 17 0 48" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -6 0 0'-0.0"to 5'-3.75" Adds To Point lb Floor(100%) 0 300 5'-0.0" Adds To HVAC Tapered psf Snow(115%) 13 to 24.6 0 to 0 0'-0.0"to 5'-3.75" Adds To Snow Drift NOTES •Building code and design methodology: 2009 IBC ASD(US). •No repetitive member increase applied in design. •Truss design includes consideration for partial span application live load. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Pricing Load(plf)=287 •Pricing Index(plf)=316 C:\Users\mrussell\Desktop\13553 Commercial Retail\13553 Commercial.red 11/11/2016 12:00:01 PM Project: 13553 Commercial Retail: 620 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT",RedSpecT",Red-IT",Red-I45T",Red-I45LT",Red-I58T",Red-I65"",Red-I65TT",Red-I90T",Red-I9OHT",Red-I9OHST",Red-LT",Red-LT",Red- WT",Red-ST",Red-MT",Red-HT",RedLamT",FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2016 RedBuilt LLC.All rights reserved. , ATTENTION BUILDER PEN-WEB TRUSS INSTALLATION INFORMATION properly 'aIMPORTANT a TI as. nhowto a y �Engineered ever OPEN-WEB from failure to read and follow this information. Er 8 NAILING OF SHEATHING TO TOP CHORD MEMBERS El PRODUCT HANDLING 0 INSTALLATION BRACING S THIS NOT THIS WARNING t.d.am Spacing Minimum Spacing one.a.r"..aMere an,/ row /am fsea - r; Wawdso„eogy aekasdSNAGS.Own an bow end Ara ANN - ,x. 4I `+ .- (�_ IIIb �j��f sewigAAkinflow personal cc Y•.t mamas e,' K• �a: I.-,,T..--,•=----. °ilia �� f°' .' kr•Y.opoMAYds••g• ? Nang de.Man « ..,•Y .��-., LVAYA AVA wi\l-.,�1,`I ay�' No77cE 11.7-41"-.:= 1 �-� °0 specified "` m '�1—� I� ill IP —MIr A le mkt. .�► � « �: . K: x of waken.e. or/N. '� e� IM, B�'WoeNWbr.The ;y et WORN should sus I�,,.•.."ot smile ".Ixx'�.wts.H.m WARNING CATON DONOtwdbrda ip ma.t&on w...n•.ow e.ee. - mww•.•.a0+m�"n�"•'°•, ' aaMw be wasp ae eemdNgbawk DO NOTM.rebwar NNW Forks Bent DO N07wwaonfA Wows onk baaAadn Mbnnabrrbudwaood Issues beim Ownpewowfly .,.w�'�°wn�.,-°eeae"�,i..°�e«.w.a wry *a le r rtan.gown.aw.w•wu,M'. Workers sirouid wY y e o/AAdwaM mustA,epboed. AbAstowegs eneMWroheve bymp.e.r.Mnd,aehee elle Msdrgleve igen ps,me,eARr ,r.errnw,ntrY,e."• aw.war..m,t.«•.x'•w.w•_ pAwbekpwred000kw bgOsnanpabpperp esAwmnn•aymuttaea.ep,y beiexslaA ataed.See AAwr7 .ir**rr.Ewer • Trusses will bedeaversdbMeObeninbuAksoftwentyorfewnbandedtgAwforhandiganshima.ToavekdnmeO. nay mutt they ehwM to let N nese burden until May am reedy b be Installed In ae Mien.. l In-f� • bWceeweon hardware even as nearing angles,leg snow..mid ed rials amen/Mkt Gecn sonic in will be slipped n Brace EACH-- as if is placed bags or bons l end trusses. • Bridging malarFedpoeul blocking Inns.If supplied by RABAt•rel be beiwd and belled. J anon or beam J SiBracing-I.�et,t ,brandendwallorboom ❑9 STANDARD INSTALLATION DETAILS 2❑ PRODUCT STORAGErxiA aw w." . w "-w ` \ •. a Y«wdmw FOR / bee...bi er.... ne—'±'r, •i.. meso •yw,Ylm-q ® Now daadM e.rtY THIS NOT THI r•0p' .«..wr....•.t �=-':� \ Nowt too not non a oknr.'•k• �. `... r.j •Y.mew••a+- Vie .NEW tw I ..e c bumr" u.eer•10••••••1b (`/ 'r\\'.� •••1161•0ew.n Rscar.nerdEd Annment for Nonbad NenlaeuMq �,iem,al ." -. «.:bail m:":"+"•a«: elocia)nalled le boos SWIM pedaw, WNW.,�i sden «baba L MI I • Atone get buss fondles on sackers pined a�bust pn locator.. J hirna.e&te ereanp-klddk a bay J Typical Aril brie oanduwa IEEE N.•.ale'.euA«mt.set haAA Nmdly are ground in contact .� — mm standing ww. .' �A AS ..N • COM Uma Cher.D wan use se plarw.=ere.Wee a lent Grein -ails+ _ bornBewAMen.he nawplenned exposure Iwil ola. oats ii0""'�°0°' -«mm mwa.e-i becnnsAta on the trusses.Pmobngad eopo.nebMe elsnew rePeked M �I�I =- Y Y, baba .m-nea.e a,a. a `- wmm maged busses must nameMeape.er.andebagMacehlnAs. or ����/1/ a-�y- M1.«..r Ed n.ew,so�ww. •.°mil,.Val amt.a� .IaM"d 1.ma ❑ GENERAL INFORMATION \ ��'�_ "�� arm*Hs n•ba r.mm«e w 3P. '"":.6.,, � /►/ 1e I Support OsW for Loads Supported kiln yn•«.r •We Bottom Chord Nailer • All nark smelled in .lee nails nee °etli bi°"'«'mn'"' ee«m..e+endrrwYa..r-.r. e.. Balm Chord aAW&e.noetc all ANsb Cod dykekbNhg rips.bridging ....Mee. 'rso w Mae-i. •••.e•w•115••• i.•*1.• J 9E aw.br.ckg.ac. _ +e.•t 'owes i \ rop Do not scan drawings:/Men dimensions bks pmentlenoe. .r ,fro• ( mor tem watt • anon d .et- • Menufeaureramep«•kIW only aMeRenal• © INSTALLATION TOLERANCES PERMUTED LEL Lan•Er St.Wray / products and not for anysupporting. oil by Ohm. Node other elyr.w .`•"•.m...- o.«nwg rdww.ae.Aw j -��\ s..net.watt•, byRB WIll /MwdW here/ by alem,uWA epedaealy MI/esPK u-. TAA CMN Nimrod Twmee Nolo/Almon)Tawe. (RA•b"5.kg en.nnl b,ea+yj' ,,•` a subsea• Sy Re'or Ty RetlBaal'-•MreM. 'a •s• 15 �I tworobonamo w•+,w•b i ,i -LN.,''',.- ,\,"a M.a �� ,r "� `e'.° dee.'puna s,Y,Yi•,wae .,�•. TION ,...d .'r.,.meson." a,awdx a..d.w..w.rw. ® MATERIAL IDENTIFICATION "„„ ,,,7Minsite .a.-•..._ A. sera ttAeg&bili elealmM flatland arm suppled wiMrepen+rab busses 1e,•°-'i.. rang.Wow •�ta.sr r.rlr* RaeM^e WWI"atenlban Inkling RM4L",MOW'NW Rale Stn./Man Mining A' � (Simpson NRaez supplied b-IT OC syskna).abut bowing b be Instant w sac, V..,••+Ma. ,r w.0.0.4.0l .•Anis.• bicap, hate&set.See sacaomw 5A.5O. " & B. pb.esOLdaa Bbeesq I.provided by RedBuM"'on Toms prolan and used(en narwaeelingedge Edgekoakigdennoti elepleasawmM.aWg 7 STACKING MATERIAL `\�� and MInot p.eo.ntNunes son"benne,nota adv.woddg.gn WA bmdg THIS NOT THIS chords or webs. ,, gneblegon bracing)Is k glen end boor. by orbbbyng e,aenp theins. c, ,����� C. arserb.aan■�r�ew r«a.mx.e+u.+w..w.a(aoo.d �<�� ��� o�.� MODIF TION DO NOT s eventemporarily). FIELDICA • DO NOT cut drillor damage `. koseleappWdnyR.semi/t".rtia.oweedrAemand kkoatnawwacrrn . DONOTremowsteel pins aweb ( �• T t\il ` . field modifications to trusses without writter wound and ergot.Anal wkr Ba/Yi nib awl end.See ew�on•5A an 5O. i •��� OF TRUSSES '=.. � NOT PERMITTED approval of RedBuiro. a. a. Cress Weans&provided los frost botlwa0e.ag Ionians-Cross bndg b be ile• - \,. Ywed as ea/hues b ser.Contractor b band ends pin le MSYsreen. I t i /o+n.. RedBuRTM Open-Web Truss Product Sections-Refer to plan for series and depth war WARNING For aeowebb Mina and fasteners Monrellomr c,� .n the oR nes on see the Ink inns if you have questions or concerns: skMeDONOTawwww.rsormakr1sIs bus�rwurnmbewba please Ca8yourRedBuIlt0RepresentadVedlrectly, �gk Double Double Double edhissing have Wes p•rman•tx'eMaed.See ANNA 5. toarms.pagenmber3ofsprnkler•ystem iyxu4'I Chord Chord lea �C o' /B• C Chord ' 0,000 z c;_5° ^ad~aao Ake or for general customer servl�cal Chord Chord cleN Criore .swe err«. 688 859.8757 Sheet_of_ .sA-.nww ewe-....n.-..r.ae..n.:e...�a+er '"""-....a-..ru-.Y«-....�n-..m,..^..nr... tong://w+w.,aebvin.nmNkm,w•a/eoa/saasaMtzospdm,kkdnoswA.pdf ( ) Radt." RabW" RAS" Rte^ RaWI" GENERAL NOTES & LEGEND BUILDING CODE. 2012 IBC F OUFLOORGLIVE LOAD: 100 PSF DEAD LOAD: 20 PSF DEFLECTION CRITERIA. LIVE LOAD DEFLECTION L/560 TOTAL LOAD DEFLECTION: L/2. HIV rIfSIGN ROOF LIVE LOAD(0 115N 25 PSF DEAD LOAD. 17 PSF NET NAND UPLIFT(O 1603). 6 PSF 1. A 4B-o r5-D DEFLECTION EO CRITERIA D DEFLECTION: L/240 a Y TOTAL LOAD DEFLECTION( L/200 FROM —� gITIZ ONE To USE POETS TO ONO AME RALT0i.5• REDDIRSPAN ��, ERA.WALL io1s• ADDITIONAL LOADING SKEWED ACCOMATE SKEWED MAGNITUDE IN PSF FRAME IN S BEARING AGCOMATE SNOW DFIFT I' `\ npD�m`DTIX wpu BEARING BOOR U BM y`\ BM SNOW DRIFT LENGTH " d ° 1 tl N \1 q �` n ,s• s^ DRAWING ROWS&LEGEND USE CUTOFF FROM START LAYOUT O,6.OC \1 r� •ter \ -FOR TWIF4L NOTES.Sin A DETAILS,ANO ABBRE00005S.SEE LONGER PIECES TO y J ''-B'I(6 STMT LAYOUT J ,. ifiiih m B �. W.^ wsrALunoN cOVERSHEfi(s>pp FLAME w Az lTT c Hs TO ia+¢RTPiEcis io '/A! \ >U<t""I LONGER USE CUTOFF FROM , FRAME IN THESE / -_ _ FRAME FSE + m d] w - NOTES PSiaUCTUftALL MEMBER DD CAILLOU�1 PL SKEY.fD BEARING A ,C >r _ — m 1iIHIW I I I �I I I I I I I I lE l I I I m � �o1sT Notes e LEGEND h 61 °c m °' ALL I-JOISTS'WELL BE SENT LONG TO BE FIELD TRIMMED UNLESS !G'T 0 MARKED((PEW ON MATERIAL LIST. _1 AA-6 A 082 - IM BOARD MATERIAL CULL BE SUPPLIED AS EITHER LA OR LVL I- - . ._-- .-_____ _, -DENOTES CONTINUOUS HANGER TWE.SEE HANGER INFO. 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SEE MATERIAL LIST FOR MORE N ACCORDANCE WITH IBC SECTION.011,THE PRODUCTS IN THIS PACKAGE HAVE BEEN QSO DESIGNED FORTH THOSE LOADS SPECIFICALLY SHOWN ON THE CONSTRUCTION FALLOUT MATERIAL TWE/SIZE DOCUMENTS. E CONSTRUCTION DOCUMENTS AND PLACEMENT DIAGRAMS HAVE NOT BEEN A 1.8750 RED-05 REVIEWED BTA MINI,ENGINEER.IF OTHER LOADS(WIND UPLIFT,SNOW DRIFT,BRACE LOADS.ETC.)ARE TO BE APPLIED.PLEASE PROVIDE THE MAGNITUDE AND LOCATION. B Se TAPERED RED,TRUSS DA 5.5•K 1B•24F-VB GLB GB 55•K IV 24F-V4 GLB SALES PRESENTATION DRAWING Red..warrants(hot de products os provided shall tonlorm to the dimensions and details.and Be adequate to carry the loads specIlled on 1.presentation �ev 4 ya R lf0E"g1g depa,ment and nae not leen an g NAR11(i/A6 BUILT. 0 BY DAR REMARKS Engineered Wood 1,0dUCTS COMMERCIAL RETAIL STORE TIGARD OR FLOOR AND ROOF DATE CHECKED DATE ORDER A SHEET ch m614,me46,1.0.180a,Reewox^,RwWIps",p.ear....uss".Ree4m,..1.,11.em,An Mifsmaru el Woo THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING MR 10/19/2016 I 102259 2 OF 3 Alp SEE BEARING CLIP DETAIL 8/3 POR BARRIER BY OTHERS 2,4 BLOCKING. 1� BY RB-NN, 2r PLATE BY II� II -"ERSNSDE FACE IIIM BLOCKING PByNEROL FO CONCRETE BLOCKING PANEL •--/ wilm111 UNDATOu WALL BY RB CON FOUNDATIONCWALL 2x6 STUD WALL NEER BY RB SEE 2x STUD WALL 2xl PONY WALL PUN e ® e G) 2x1 SKENEOTINS BLOCK BY RB(FIELD) FLOBEND BRDGING CLIAILING / � (3DETAIL 8/3 i, FA BEARING CTP Ofir= == Uss zvA BI.9r IRB \ / BY vW ABACK OXIDATE El -OR- Ma -�,� �" + BY RB WI,APPROXIMATE ,,/\ A %\ N AI 5 BY RB P2) ���� S'' SFR OSS 2 OWN) a 2x BLocKNG Br �N ONAILs ACH sI� A INA M As REo•D(Nor \, JSHOWN)D rR1 IR[�� } 1 L7 1 IRS.,. \���, 0 NAILS BY RB el, _ h:11` REIN` 55 THICK GLB By \�1�/ SNN1NALi0R NOTF'_ 5-t6B NAILS CLINCHED.OTHERS n x F 1 SKEWED BEAM IS 11$ \ BEAaNGILOTR D.NO NOTCH 4'NO NOTCH ® M" A RED-L. W TRONGBACK BRIDGING—W W..ED RED-L CHORD CBEARINLCLIP TOP ED C-X B R A C I IIAB_LABOR NOTE:METAL CROSS BRACING _ NOT OCCUR AT EVERY TRUSS SPACE. RB EACHAEND BY SEE PLANSHEETS)FOR CROSS BRACING LOCATORS, mETAI,BRACINGWOSS BY RB od . - y`/ Lw BRIAGING ROW.SEE PLAN FHR � DDNIONALSMFCXM T�ON�IOu 5 EEi FOR • 4 RED-L AND RED-W ® ® Io® "°® CROSS BRACING (TRUSS TO BRIDGING. ML. - ANCHORS.CLIPS.AND OTHER HARDWARE NOT SHOWN ARE TO BE PROVIDED BY THE- CONTRACT DRE OCUMENTS FOR HIS TO ARDWARE SPEE PROVIDED CIFICATIONS ATIONS ANDY OTHERS NSSS MARKED INSTALLATIONBY RD.'REFER NSTRUCTIONSiO T-SEE I-JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING. -FOR EXAMS SUPPLIED BY OTHERS,SEE CONTRACT DOCUMENTS FOR SPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. - ATTACHMENT OF SPRINKLER LINES.MECHANICAL DUCTS.ETC..TO JOISTS OR TRUSSES, ES-. IF ADDITIONAL PLEASE S ARE PLEASE CONTACTS EDBVILTSTEM AOR GONONLINELTNO:NTT, RPDBIIII REQUIRED. ASE at m (BUILT L BY DAR REMARKS ELglwered WOOF Products COMMERCIAL RETAIL STORE CIGARS OR Details ® e DRANK DALE CHECKED GATE ERE sno MR 10/19/2016 I 102259 3 3 �RaN6�RaeMe„R.eeB„genAoq,•Reeaedl6••,Rpl�,geew^q.e6�,R.eFK�,RwRw,R"e+m"FneeMmMluurRMeuK THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING FOR OFFICE USE ONLY—SITE ADDRESS: /..-13 '51C- Pe°9-e7P/e..- /1/ -07 This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 111 II Transmittal Letter 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: t J e ik (ft DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED NOV 2 8 2016 FROM: f/n, ( a t, CITY OF 1"iGARD COMPANY: ` BEaIL�)1\1 DIVISION PHONE: S63. CI?, (, 0se--- ByQ4 RE: 351..3 P (site Address) (Permit Number) -7)-1) (Project name or su8b ivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: Copies: I Description: Additional set(s) of plans. Revisions: Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: j� (r`cc FOR 014TICIE USE ONLY Routed to Permit Technician Date: Inti,,���`-4 Fees Due: 0 Yes W1q4 o Fee Description: Amo ue. Special Instructions: Reprint Permit(per PE): 0 Yes o []Done Applicant Notified: .1/-f Date: /y`k//4, Initials: 'VA, I:\Building\Forms\TransmittalLetter-Revisions 061316.doc