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Report BUILT Final Shop Drawings Engineered Wood Products Art Rutkin Elementary School Project#114318 1 River Terrace Blvd., Tigard OR 97224 Reference Documents: 9/23/2021 Drawing Section By Date Revision Type Sheets Architectural Bora Architects 12/11/2020 7 Permit Full set Structural Catena Consulting Engineers 12/11/2020 7 Permit Full set Mechanical QUESTIONS? 09/23/2021 4:00 PROpe.. The primary contact is your ��GINEFR �•oy Project Manager: 58383 Masood Khalil I (503) 640-7154 01Re •� mkhalil@redbuilt.com 1'4>'1'I. 1 , 0'‘�� EXPIRES;12/31/ 22 The secondary contact is your Digitally signed by Heinz C.Mueller Date:2021.09.23 16:43:20-07'00' Technical Representative: Matthew Russell (503) 939-0928 Material List&Calculations pp. 1-86, Drawings pp. 1-6 mrussell@redbuilt.com Our responsibility is limited to the design of RedBuilt products in accordance with the above referenced documents based on design loads specified by the engineer of record. IMPORTANT(Please Read) • Installation of the materials is the sole responsibility of the installer. • Refer to Installation Information sheets for more detailed instruction. •All materials shall be furnished by others unless included on the material list provided herein. APPROVED FOR PRODUCTION RedBuilt LLC•(866)859-6757 l l PRODUCT ACCEPTANCE•RedLam'"LVL:ESR-2993,LABC/LARC Supplement I Red-I"Joist:ESR-2994, LABC/LARC Supplement I Red-L",Red-W'",Red-S",Red-Mw,Red-H"Truss:ESR-1774,LABC/LARC Supplement,DSA 1 F e4e- e.;C/BUILT Material List E*iaiseorod Wood Products RB Number 114318 Operator Karl Herinckx Project Name Art Rutkin Elementary Office Hillsboro Location Tigard,OR. Delivery (various) Comment Plant (various) Status (various) Report Type Check Red-IT""Products Joists Quantity Type Series Depth Length Profile Bevel Cut WS Att. Knockouts Camber P.E.T. Footage Notes Notes 3 C 30 Al Red-145 16 16'-6.00"' None No 495.0 3 C 28 B1 Red-165 16 17'-6.00" None No 490.0 1 4 C 28 B2 Red-I65 16 17'-6.00" None No 490.0 4 C 19 C1 Red-190 16 17'-6.00" None No 332.5 3 C 12 D1 Red-165 11.88 14'-0.00" None No 168.0 3 C 12 D2 Red-165 11.88 18'-6.00" None No 222.0 56 ' ' ' •' Red-165 16 Total 980.0 19 ' ' ' • Red-190 16 Total 332.5 30 ' ' ' ' Red-145 16 Total 495.0 24 " " ' Red-I65 11.88 Total 390.0 Red-I TM Products Web Stiffeners Quantity Type Series Depth Installation Location Standard Beveled Angle Length Width Bevel Cut Mat'I Notes Notes 3 C 48 1 Red-165 11.875 Loose End Standard Beveled 18.5 8.688 3.500 1.188 1PWD/OSB 3 C 48 Red-I65 11.875 Loose End Standard Beveled 8.5 8.313 3.500 0.500 PWD/OSB 3 C 160 Red-I45 16 Loose End Standard Not Beveled 0.0 10.250 3.500 0.000 PWD/OSB 4 C 132 Red-165 16 Loose End Standard Not Beveled 0.0 10.250 3.500 0.000 PWD/oSB 3 C 112 Red-165 16 Loose End Standard Not Beveled 0.0 10.250 3.500 0.000 PWD/OSB 4 C 76 Red-190 16 Loose End Standard Not Beveled 0.0 10.250 1 3.500 0.000 SS 1 Connectors Quantity Type Model Top Face Member Slope Skew Fig.Slope Fly.Angle Flg.Offset NetH Finish Notes Notes 3 C 39 1 MIT1.81/16 4-10d 4-10d 2-N10 3 C 5 2 MIT416 4-10d 4-10d 2-N10 3 C 6 I 4 MIU3.56/16 24-N10 2-N10 3 C 3 5 ' B3.56/16 6-10d 8-10d 6-16d 4 C 34 I 5 B3.56/16 6-10d 8-10d 6-16d 4 C 2 6 BA7.12/16 6-10d 8-10d 2-N10 4 C 56 8 MIT316 4-10d 4-10d 2-N10 3 C 49 8 MIT316 4-10d 4-10d 2-N10 3 C 3 10 ITS2.56/16 4-N10 2-N10 3 C 2 11 BA5.12/16 6-10d 10-10d 8-N10 4 C 1 12 HUC414-2 26-10d 12-10d 3 C 12 13 HU310X 14-16d 6-N10 SLD18 3 C 12 14 HU310X I 14-16d 6-N10 SLD8 3 C 12 15 HU310X 14-16d 6-N10 SLU8 3 C 12 16 HU310X 14-16d 6-N10 SLU18 3 C 13 I 17 ITS1.81/16 4-N10 4-N10 2-N10 TeamBuilder 4.31 114318 Art Rutkin Elementary 1 of 4 114318 Material List.xlsm (various) 7/28/2021,9:09 AM 2 RedBuiltTM Open-Web Products Trusses Quantity Type Series Depth(s) Appl. Profile Clear Span Pr.Length Pr.Load Fastnrs.Left Fastnrs.Right Footage Notes Notes 1 T 125 W1 Red-W 34 100% Parallel 29.-11.50" 31.0 184.2 6-N10 6-N10 3875.0 2 T 103 W1 Red-W 34 100% Parallel 29.-11.50" 31.0 184.2 6-N10 6-N10 3193.0 2 T 23 W10 Red-W 34 100% Parallel 26'-11.50" 28.0 179.4 6-NW 6-N10 644.0 2 T 9 W11 Red-W 34 100% Parallel 23.-9.50" 25.0 162.0 6-N10 6-N10 225.0 2 T W 11 Supp Single chord extension 28.5 LF 2 T 1 W12 Red-W 34 100% Parallel 25.-5.75" 26.0 162.0 6-N1° 6-N10 26.0 2 T 1 W13 Red-W 34 100% Parallel 22.-10.50" 24.0 162.0 6-N10 6-N10 24.0 2 T 1 W14 Red-W 34 100% Parallel 26'-8.06" 28.0 162.0 6-Ni° 64410 28.0 2 T W14 Supp !Single chord extension 4.5 LF 2 T 1 W15 Red-W 1 34 100% Parallel 27'-0.58" 28.0 162.0 6-N10 6-N10 28.0 2 T W15 Supp Single chord extension 4 LF 2 T 1 W16 Red-W 34 I 100% Parallel 27.-6.25" 29.0 162.0 6-N10 6-N10 29.0 2 T W16 Supp Single chord extension 3.5 LF 2 T 1 W17 Red-W 34 100% Parallel 28'-3.56" 29.0 175.7 6-N10 6-N10 290 2 T W17 Supp Single chord extension 2.5 LF 2 T 1 W18 Red-W 34 100% Parallel 29'-0.75" 30.0 175.9 6-N10 6-N10 30.0 2 T W18 Supp Single chord extension 2 LF 2 T 1 W19 Red-W 34 100% Parallel 29'-9.25" 31.0 176.6 6-N1° 6-N10 31.0 2 T W19 Supp Single chord extension 1 LF 1 T 2 W1D Red-W 34 100% Parallel 29'-11.50" 31.0 184.2 6-N1° 6-N10 62.0 1 T W1D BOM Load transfer blocks,Std Double Red-W 28 LF 1 T 2 W2 Red-W 34 100% Parallel 29'-9.00" 31.0 164.7 6-N1° 6_N10 62.0 2 T 1 W20 Red-W 34 100% Parallel 25'-2.88" 26.0 162.0 6-N10 6-N10 26.0 2 T 1 W21 Red-W 34 100% Parallel 20.-0.38" 21.0 162.0 6-N10 6-N10 21.0 2 T 1 W22 Red-W 34 100% Parallel 1T-1.25" 18.0 162.0 6-N10 6-N10 18.0 _ 2 T 1 W23 Red-W 34 100% Parallel 14'-5.94" 15.0 162.0 6-N1° 6-N10 15.0 2 T 5 W24 Red-W 34 100% Parallel 26'-1.75" 27.0 162.0 6-N10 6-N10 135.0 2 T W24 Supp Single chord extension 18.75 LF 2 T 9 W25 Red-W 34 100% Parallel 23'-4.88" 24.0 162.0 "1° 6-N10 216.0 2 T 6 W26 Red-W 34 100% Parallel 29'-2.50" 30.0 161.3 6-N10 6-N10 180.0 2 T 1 W27 Red-W 34 100% Parallel 25.-0.75" 26.0 162.0 6-Nl° 6-N10 26.0 2 T 1 1 W28 Red-W 34 100% Parallel 19'-10.38" 21.0 162.0 6-N10 6-N10 21.0 2 T 1 1 W29 Red-W 1 34 100% Parallel 14'-7.69" 16.0 162.0 6-N10 J 6-N10 16.0 1 T 21 W3 Red-W 34 100% Parallel 26'-11.50" 28.0 179.4 6-N10 6-N10 588.0 1 T 11 W30 Red-W 34 100% Parallel 22.-11.25" 24.0 162.1 6-N10 6-N10 264.0 1 T W30 Supp Single chord extension 44 LF 1 T 3 W4 Red-W 34 100% Parallel 26'-10.25" 28.0 162.0 6-N10 6-N10 84.0 _ 1 T 43 W5 Red-W 34 100% Parallel 30'-4.50" 31.0 177.7 6-N10 6-N10 1333.0 1 T 1 W6 Red-W 34 100% Parallel 30.-10.69" 32.0 162.0 6-N10 6-N10 32.0 1 T 1 W7 Red-W 34 100% Parallel 31.-7.88" 33.0 162.0 6-N1° 6-N10 33.0 1 T 1 W8 Red-W 34 100% Parallel 32-0.25" 33.0 81.0 6-N10 6-N10- 33.0 1 T 7 W9 Red-W 34 100% Parallel 16'-3.25" 17.0 241.4 6-N10 6-N10 119.0 387 " " ' " Red-W Total 11446.0 TeamBuilder 4.31 114318 Art Rutkin Elementary 2 of 4 114318 Material List.xlsm (various) 7/28/2021,9:09 AM 3 RedBuiltTM Open-Web Products Blocking Quantity Type Size Length Net Custom Width Series&Clip Spacing Tight To Notes Notes 2 C 15 2x4 36.000(in) Nom RED-W-All Clips 16 Chord 1 C 2 2x4 36.000(in) Nom RED-W-All Clips 16 Chord 1 C 1 2x4 36.000(in) Nom RED-W-All Clips 24 Chord 2 C 17 2x4 Continuous(ft) Nom 2 C 334 2x4 Continuous(ft) Net 2.5 1 C 391 2x4 Continuous(ft) Net 2.5 1 C 391 2x4 Continuous(ft) Net 2.5 2 C 12 2x6 30.000(in) Nom RED-W-All Clips 16 Bearing Clip III 2 C 18 2x6 60.000(in) Nom RED-W-All Clips 16 Bearing Clip 1 C 4 2x6 30.000(in) Nom _RED-W-All Clips 16 Bearing Clip _ 1 C 2 2x6 30.000(in) Nom RED-W-All Clips 24 Bearing Clip 2 C 10 2x6 24.000(in) Nom RED-W-All Clips 24 Bearing Clip 1 C 10 2x6 24.000(in) Nom RED-W-All Clips _ 24 _Bearing Clip 1 C 10 2x6 17.750(in) Nom RED-W-All Clips 24 Bearing Clip 2 C 30 2x8 24.000(in) Nom RED-W-All Clips 24 Bearing Clip 2 C 139 2x8 17.750(in) Nom RED-W-All Clips 24 Bearing Clip 1 C 60 2x8 24.000(in) Nom RED-W-All Clips 24 Bearing Clip 1 C 169 2x8 17.750(in) Nom RED-W-All Clips 24 Bearing Clip RedBuiltni Open-Web Products Bridging Lineal Ft Type Size Grade Notes Notes 1 C 1561 2x6 2 C 1306 2x6 RedBuiltTM Open-Web Products Strut Bracing Quantity Type Style Spacing Series Notes Notes 2 C 289 K5W 24 Red-W 1 C 329 K5W 24 Red-W RedBuiltTM Open-Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes Notes 1 C 4 B3R 45.000 N/A 34 24 TeamBuilder 4.31 114318 Art Rutkin Elementary 3 of 4 114318 Material List.xlsm (various) 7/28/2021,9:09 AM 4 RedBuiltTe Products LSL Rim Board Lineal Ft Type Size Grade LVL Substitution Footage Notes Notes 4 C 9 1.5x16 1.3E Allowed 9.0 9.0 ' ' ' 'l 1.5x16 Total 9.0 Hardware Quantity Type Description Notes Notes 11.0 lb 8dx1.5"Nails 141,0 lb 10dx1.5"Nails 26.0 lb 10dx3"Nails 20.0 lb 116dx3.5"Nails 2 C 15 :3/8"Washer 2 C 15 Nut 3/8" 2 C 15 Carriage Bolt 3/8"x 3.5" 1 C 3 3/8"Washer 1 C 3 1 Nut 3/8" 1 C 3 j Carriage Bolt 3/8"x 3.5" 2 C 126 A35 Framing Anchor 1 C 194 A35 Framing Anchor TeamBuilder 4.31 114318 Art Rutkin Elementary 4 of 4 114318 Material List.xlsm (various) 7/28/2021,9:09 AM 5 1KeiSPEC Project: Tigard, Art Rutkin Type: Al Location: Tigard, Art Folder: Mech & Roof Date: 4/23/21 11:21 AM RedSpecTM by RedBuiItTM Designer: Karl Herinckx v7.1.12 Comment: 16" Red-I45TM @ 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) 69% 1472 2120 Floor(100%) Concentrated Load Left End Span 1 PASS Positive Moment(ft-Ib) 89% 5698 6390 Floor(100%) Concentrated Load Middle Span 1 PASS DEFLECTIONS(in) a/o Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 30% 0.118 0.397 L/999+ L/480 1.0D+1.0L All Spans PASS Span Total 45% 0.240 0.529 L/793 L/360 1.0D+1.0L All Spans PASS I FloorChoiceT" Rating: 8.7 Performance rating is based on: 24 oc(23/32",3/4")sheathing,glued and nailed, 1 1/2"Lightweight Concrete topping,simple span, rigid supports. RedSpec has not performed a structural analysis of the T l sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 921 (100) 921 (100) Dead Reaction(Ib) 551 361 Total Reaction(Ib) (DOL%) 1472 (100) 1282(100) Bearing Flush Flush Support Wall Wall Req'd Bearing, No Stiffeners(in) 3.21 2.60 Req'd Bearing,Stiffeners(in) 2.37 1.89 HANGERS Model Top Face Member Header Size Left MIT1.81/16* 4-10d 4-10d 2-1odx1.5" Sawn DF 2x6 DBL(Nailer) Right MIT1.81/16* 4-10d 4-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. 1 V • I 15'- 10.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 40 27 0 16" Glued Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Floor(100%) 0 170 1'-0.0" Adds To 4100# unit/12 supports Point lb Floor(100%) 0 170 6'-0.0" Adds To 4100# unit/ 12 supports NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Deflection analysis is based on composite action with 24 oc(23/32", 3/4")sheathing,glued and nailed. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Joist design includes consideration for a 2000 lb load distributed over a 30"square area and all live loads removed. C:\Users\KHerinckx\Desktop\Job Files-Deleateable\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 4/23/2021 11:21:56 AM 114318 Art Rutkin : Mech&Roof: 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'", RedSpec'", Red-IT", Red-I45T", Red-I45LT", Red-I58T", Red-I65T", Red-I9o'", Red-I90HT", Red-I90HST", Red-LT", Red-WT", Red-ST", Red-MT" Red-HT", RedLamT", FloorChoiceT"are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2020 RedBuilt LLC.All rights reserved. 6 el. 601,SPEC Project: 114318 Art Rutkin Type: Al @ header Location: Tigard, OR. Folder: Mech & Roof Date: 4/23/21 11:22 AM RedSpecTM by RedBuiltTM Designer: Karl Herinckx v7.1.12 Comment: 16" Red-I45TM @ 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) 62% 1316 2120 Floor(100%) Concentrated Load Left End Span 1 PASS Positive Moment(ft-lb) 60% 3804 6390 Floor(100%) Concentrated Load Middle Span 1 PASS DEFLECTIONS(in) a/o Design Allow. Design Allow. Combination Pattern Pass/Fail 1 Span Live 12% 0.033 0.275 L/999+ L/480 1.0D+1.0L All Spans PASS Span Total 20% 0.075 0.367 L/999+ L/360 1.0D+1.0L All Spans PASS FloorChoice'" Rating: 9.8 Performance rating is based on: 24 oc(23/32", 3/4")sheathing,glued and nailed, 1 1/2"Lightweight Concrete topping,simple span,flexible suppthing RedSpec has not performed a structural analysis of the SUPPORTS Support I Support 2 Live Reaction,Critical(Ib)(DOL%) 886(100) 886(100) Dead Reaction(Ib) 430 306 Total Reaction(Ib)(DOL%) 1316(100) 1193(100) Bearing Flush Flush Support Wall Beam Req'd Bearing,No Stiffeners(in) 2.71 2.32 Req'd Bearing,Stiffeners(in) 1.98 1.75 HANGERS Model Top Face Member Header Size Left MIT1.81/16* 4-10d 4-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) Right ITS1.81/16* 4-10dx1.5" 2-10dx1.5" 2-10dx1.5" LVL DF/SP 1.75x16 (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. G • I - A 11'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 40 27 0 16" Glued Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Floor(100%) 0 170 1'-0.0" Adds To 4100# unit/12 supports Point lb Floor(100%) 0 170 6'-0.0" Adds To 4100#unit/ 12 supports NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Deflection analysis is based on composite action with 24 oc(23/32",3/4")sheathing,glued and nailed. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Joist design includes consideration for a 2000 lb load distributed over a 30"square area and all live loads removed. C:\Users\KHerinckx\Desktop\Job Files-Deleateable\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 4/23/2021 11:22:45 AM 114318 Art Rutkin : Mech&Roof: Al @ header 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", RedSpec", Red-IT", Red-I45T", Red-I45L", Red-I58T", Red-I65'", Red-I90T", Red-I90HT", Red-I90HS'", Red-LT", Red-W'", Red-ST", Red-MT" Red-HT", RedLamT", FloorChoiceT" are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2020 RedBuilt LLC.All rights reserved. 7 1c/$PEC Project: 114318 Art Rutkin Type: Al @ stair Location: Tigard, OR. Folder: Mech & Roof Date: 4/23/21 11:23 AM RedSpecTM by RedBuiltTM Designer: Karl Herinckx v7.1.12 Comment: DOUBLE 16" Red-I45TM @ 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) 44% -1857 4240 Floor(100%) Concentrated Load Right End Span 1 PASS Positive Moment(ft-lb) 36% 4544 12780 Floor(100%) Concentrated Load Middle Span 1 PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 6% 0.017 0.275 L/999+ L/480 1.0D+1.0L All Spans PASS Span Total 16% 0.059 0.367 L/999+ L/360 1.0D+1.0L All Spans PASS FloorChoice" Rating: 9.9 Performance rating is based on: 24 oc(23/32", 3/4")sheathing,glued and nailed, 1 1/2" Lightweight Concrete topping,simple span,flexible 11111111.W11support. RedSpec has not performed a structural analysis of the - T--- sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 886(100) 886(100) Dead Reaction(Ib) 425 971 Total Reaction(Ib)(DOL%) 1312(100) 1857(100) Bearing Flush Flush Support Wall Beam Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size Left MIT416 4-10d 4-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) Right MIU3.56/16 24-10dx1.5" 2-10dx1.5" LVL DF/SP 1.75x16 SPANS AND LOADS Dimensions represent horizontal design spans. 11'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 40 27 0 16" Glued Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Floor(100%) 0 1000 8'-6.0" Adds To 1000#stair load NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Deflection analysis is based on composite action with 24 oc(23/32", 3/4")sheathing,glued and nailed. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Connect multiple ply members per RedBuiltm Installation Guidelines. •Joist design includes consideration for a 2000 lb load distributed over a 30"square area and all live loads removed. C:\Users\KHerinckx\Desktop\Job Files-Deleateable\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 4/23/2021 11:23:50 AM 114318 Art Rutkin : Mech&Roof: Al @ stair 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-I90"", Red-I90H"", Red-I90HS'", Red-L""', Red-W"', Red-S"", Red-M"", RedLam""', FloorChoice""are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2020 RedBuilt LLC.All rights reserved. 8 r .. . , . T &SPEC Project: 114318 Art Rutkin Type: Al DBL Location: Tigard, OR. Folder: Mech & Roof Date: 4/23/21 11:24 AM RedSpecTM by RedBuiltTM Designer: Karl Herinckx v7.1.12 Comment: DOUBLE 16" Red-I45TM @ 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) 38% 1595 4240 Floor(100%) Concentrated Load Left End Span 1 PASS Positive Moment(ft-lb) 52% 6677 12780 Floor(100%) Concentrated Load Middle Span 1 PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 26% 0.102 0.397 L/999+ L/480 1.0D+1.0L All Spans PASS Span Total 39% 0.205 0.529 L/928 L/360 1.0D+1.0L All Spans PASS FloorChoiceT" Rating: 9.5 Performance rating is based on: 24 oc 23 32",3/4")sheathing,glued and nailed, 1 1/2"Lightweight Concrete topping,simple span, rigid — _ El sheathing. RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 921 (100) 921 (100) Dead Reaction(Ib) 674 673 Total Reaction (lb)(DOL"/0) 1595 (100) 1595(100) Bearing Flush 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 Left MIT416 4-10d 4-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) Right MIT416 4-10d 4-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) SPANS AND LOADS Dimensions represent horizontal design spans. • - V b 15'- 10.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 40 27 0 16" Glued Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Floor(100%) 0 170 1'-0.0" Adds To 4100#unit/ 12 supports Point lb Floor(100%) 0 170 6'-0.0" Adds To 4100# unit/ 12 supports Point lb Floor(100%) 385 388 11'-0.0" Adds To Header W/mech Point lb Floor(100%) 70 48 14'-6.0" Adds To Header NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Deflection analysis is based on composite action with 24 oc(23/32", 3/4")sheathing,glued and nailed. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Connect multiple ply members per RedBuilt"Installation Guidelines. •Joist design includes consideration for a 2000 lb load distributed over a 30"square area and all live loads removed. C:\Users\KHerinckx\Desktop\Job Files-Deleateable\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 4/23/2021 11:24:19 AM 114318 Art Rutkin : Mech&Roof: Al DBL 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. RedBuiltT", RedSpecT", Red-IT", Red-I45T", Red-I45LT", Red-I58T", Red-I65T", Red-I90T", Red-I90HT", Red-I90HST", Red-LT", Red-WT", Red-ST", Red-MT", Red-HT", RedLam"", FloorChoice"are trademarks of RedBuilt LLC,Boise ID, USA. Copyright©2010-2020 RedBuilt LLC.All rights reserved. 9 Ne SPEC Project: 114318 Art Rutkin Type: Al DBL stair Location: Tigard, OR. Folder: Mech &Roof Date: 4/23/21 11:24 AM RedSpecTM by RedBuiltTM Designer: Karl Herinckx v7.1.12 Comment: DOUBLE 16" Red-I45TM @ 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) 49% -2071 4240 Floor(100%) 1.OD+1.OL All Spans PASS Positive Moment(ft-lb) 71% 9034 12780 Floor(100%) 1.0D+1.0L All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 37% 0.148 0.397 L/999+ L/480 1.0D+1.0L All Spans PASS Span Total 58% 0.305 0.529 L/624 L/360 1.OD+1.0L All Spans PASS FloorChoice""Rating: 9.5 Performance rating is based on: 24 oc(23/32", 3/4")sheathing,glued and nailed, 1 1/2" Lightweight Concrete topping,simple span,flexible support. RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 921 (100) 1037(100) Dead Reaction(lb) 849 1034 Total Reaction(lb)(DOL%) 1770(100) 2071 (100) Bearing Flush Flush Support Beam Wall Req'd Bearing,No Stiffeners(in) 1.75 1.81 Req'd Bearing,Stiffeners(in) - 1.75 HANGERS Model Top Face Member Header Size Left BA3.56/16 6-10d 8-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) Right BA3.56/16 6-10d 8-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) SPANS AND LOADS Dimensions represent horizontal design spans. A /. 15'- 10.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 40 27 0 16" Glued Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Floor(100%) 0 170 1'-0.0" Adds To 4100# unit/ 12 supports Point lb Floor(100%) 0 170 6'-0.0" Adds To 4100# unit/ 12 supports Point lb Floor(100%) 886 971 11'-0.0" Adds To Header NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Deflection analysis is based on composite action with 24 oc(23/32",3/4")sheathing,glued and nailed. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Connect multiple ply members per RedBuilt'"Installation Guidelines. •Web stiffeners tight to top flange are required at point loads of 1500 pounds or greater. See the RedBuilt""design guide for installation requirements. •Joist design includes consideration for a 2000 lb load distributed over a 30"square area and all live loads removed. C:\Users\KHerinckx\Desktop\Job Files-Deleateable\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 4/23/2021 11:24:51 AM 114318 Art Rutkin : Mech&Roof: Al DBL stair 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-I90'm, Red-I90H"", Red-19OHS"", Red-L''', Red-W'", Red-S'', Red-Wm, Red-HT", RedLam"', FloorChoice""are trademarks of RedBuilt LLC, Boise ID, USA. Copyright©2010-2020 RedBuilt LLC.All rights reserved. 10 TOSPEC Project: 114318 Art Rutkin Type: 131 Location: Tigard, OR. Folder: Mech & Roof Date: 4/23/21 11:25 AM RedSpecT" by RedBuilt1" Designer: Karl Herinckx v7.1.12 Comment: 16" 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% 1595 2810 Floor(100%) Concentrated Load Left End Span 1 PASS Positive Moment(ft-lb) 69% 6348 9210 Floor(100%) Concentrated Load Middle Span 1 PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail 1 Span Live 27°/0 0.116 0.425 L/999+ L/480 1.0D+1.0L All Spans PASS i Span Total 43% 0.244 0.567 L/835 L/360 1.0D+1.0L All Spans PASS i FloorChoice""Rating: 8.5 Performance rating is based on: 24 oc(23/32", 3/4")sheathing,glued and nailed, 1 1/2" Lightweight Concrete topping,simple span,flexible '-' support. RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 926(100) 926(100) Dead Reaction(Ib) 668 400 Total Reaction (lb)(DOL%) 1595(100) 1326(100) Bearing Flush Flush Support Beam Wall Req'd Bearing,No Stiffeners(in) 2.50 1.75 Req'd Bearing,Stiffeners(in) 1.75 - HANGERS Model Top Face Member Header Size Left MIT316* 4-10d 4-10d 4-10dx1.5" Sawn DF 2x6 DBL(Nailer) Right MIT316* 4-10d 4-10d 4-10dx1.5" Sawn DF 2x6 DBL(Nailer) (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. V V 0 17'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 40 27 0 16" Glued Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Floor(100%) 0 228 1'-0.0" Adds To 5000# unit/ 11 supports Point lb Floor(100%) 0 228 6'-0.0" Adds To 5000#unit/ 11 supports NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Deflection analysis is based on composite action with 24 oc(23/32",3/4")sheathing,glued and nailed. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Joist design includes consideration for a 2000 lb load distributed over a 30"square area and all live loads removed. C:\Users\KHerinckx\Desktop\Job Files-Deleateable\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 4/23/2021 11:25:59 AM 114318 Art Rutkin : Mech&Roof: 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 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-I90'",Red-I90H'", Red-I90HS'", Red-LT", Red-W'", Red-S'", Red-MT", Red-HT", RedLam'", FloorChoice'"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2020 RedBuilt LLC.All rights reserved. 1 1 47-<'efiSPEC Art Project: 114318 Rutkin Location: Tigard, OR. Type: B1 DBL stair Folder: Mech & Roof Date: 4/23/21 11:26 AM RedSpecTM by RedBuiltTM Designer: Karl Herinckx v7.1.12 Comment: DOUBLE 16" 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) 37% -2056 5620 Floor(100%) Concentrated Load Right End Span 1 PASS Positive Moment(ft-lb) 38% 7050 18420 Floor(100%) Concentrated Load Middle Span 1 PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 14% 0.061 0.425 L/999+ L/480 1.OD+1.0L All Spans PASS Span Total 28% 0.156 0.567 L/999+ L/360 1.0D+1.0L All Spans PASS FloorChoice'"Rating: 9.5 Performance rating is based on: 24 oc(23/32", 3/4")sheathing,glued and nailed, 1 1/2" Lightweight Concrete topping,simple span,flexible 1/i support. RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 926(100) 926(100) Dead Reaction(Ib) 482 1130 Total Reaction(Ib) (DOL%) 1409(100) 2056(100) Bearing Flush Flush Support Beam Wall Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size Left BA5.12/16 6-10d 8-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) Right BA5.12/16 6-10d 8-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) SPANS AND LOADS Dimensions represent horizontal design spans. 0 17'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 40 27 0 16" Glued Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Floor(100%) 0 1000 14'-0.0" Adds To Stair loading NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Deflection analysis is based on composite action with 24 oc(23/32", 3/4")sheathing,glued and nailed. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Connect multiple ply members per RedBuilt'"Installation Guidelines. •Joist design includes consideration for a 2000 lb load distributed over a 30"square area and all live loads removed. C:\Users\KHerinckx\Desktop\Job Files-Deleateable\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 4/23/2021 11:26:22 AM 114318 Art Rutkin : Mech&Roof: B1 DBL stair 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-I65'0, Red-I90",Red-I90H", Red-I90HS"", Red-L'", Red-W'", Red-S'", Red-M" Red-HT", RedLam", FloorChoice"are trademarks of RedBuilt LLC, Boise ID, USA. Copyright©2010-2020 RedBuilt LLC.All rights reserved. 12 Art47-<P6C,SPEC Protect: 114318 Rutkin Type: B2 Location: Tigard, Folder: Mech & Roof Date: 7/27/21 10:03 AM RedSpecT" by RedBuiltTM Designer: Karl Herinckx v7.1.12 Comment: 16" 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) 52% 1448 2810 Floor(100%) Concentrated Load Left End Span 1 PASS Positive Moment(ft-lb) 74% 6794 9210 Floor(100%) Concentrated Load Middle Span 1 PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 27% 0.116 0.425 L/999+ L/480 1.OD+1.0L All Spans PASS Span Total 47% 0.266 0.567 L/768 L/360 1.OD+1.0L All Spans PASS 1 FloorChoice' Rating: 8.5 Performance rating is based on: 24 oc(23/32", 3/4")sheathing,glued and nailed, 1 1/2"Lightweight Concrete topping,simple span,flexible '1 support. RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 926(100) 926(100) Dead Reaction (Ib) 521 499 Total Reaction(Ib) (DOL%) 1448(100) 1426(100) Bearing Flush Flush Support Beam Wall Req'd Bearing, No Stiffeners(in) 1.99 1.92 Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Left MIT316* 4-16d 4-16d 4-10dx1.5" Glulam DF/SP 5.5x30 ! Right MIT316* 4-10d 4-10d 4-10dx1.5" Sawn DF 2x6 DBL(Nailer) (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. U 17'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 40 34 0 16" Glued Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Floor(100%) 0 125 6'-6.0" Adds To 1000# unit/4 supports Point lb Floor(100%) 0 125 9'-0.0" Adds To 1000#unit/4 supports NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Deflection analysis is based on composite action with 24 oc(23/32", 3/4")sheathing,glued and nailed. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Joist design includes consideration for a 2000 lb load distributed over a 30"square area and all live loads removed. S:\_Sold Projects\1lxxxx\1143xx\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 7/27/2021 10:03:25 AM 114318 Art Rutkin : Mech&Roof: 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", RedSpecT", Red-I", Red-I45", Red-I45LT", Red-I58'", Red-I65T", Red-I90", Red-I90H", Red-I90HST", Red-L'", Red-WT", Red-ST", Red-MT" Red-HT", RedLam", FloorChoiceT"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2020 RedBuilt LLC.All rights reserved. 13 1 &1SPEC Protect: 114318 Art Rutkin Type: Cl Location: Tigard, r Folder: Mech & Roof Date: 7/26/21 11:37 AM RedSpecTM by RedBuiltTM Designer: Karl Herinckx v7.1.12 Comment: 16" Red-I90TM @ 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) 64% 1802 2810 Floor(100%) 1.OD+1.0L All Spans PASS Positive Moment(ft-lb) 58% 7659 13115 Floor(100%) 1.OD+1.0L All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 69% 0.292 0.425 L/698 L/480 1.OD+1.0L All Spans PASS Span Total 660/0 0.372 0.567 L/549 L/360 1.OD+1.0L All Spans PASS FloorChoiceT" Rating: 9.0 Performance rating is based on: 24 oc(23/32",3/4")sheathing,glued ' and nailed, 1 1/2" Lightweight Concrete topping,simple span,flexible support. RedSpec has not performed a structural analysis of the - sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib)(DOL%) 1417(100) 1417(100) Dead Reaction(Ib) 385 385 Total Reaction(Ib) (DOL%) 1802(100) 1802(100) Bearing Flush Flush Support Beam Wall Req'd Bearing,No Stiffeners(in) 3.20 3.20 Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Left BA3.56/16* 6-10d 10-10d 8-10dx1.5" Glulam DF/SP 5.5x30 Right BA3.56/16* 6-10d 8-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. 17'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 125 34 0 16" Glued Floor Joist NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Deflection analysis is based on composite action with 24 oc(23/32", 3/4")sheathing,glued and nailed. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Joist design includes consideration for a 2000 lb load distributed over a 30"square area and all live loads removed. S:\ Sold Projects\1lxxxx\1143xx\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 7/26/2021 11:37:02 AM 114318 Art Rutkin : Mech&Roof: Cl 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-I45T", Red-I45L"", Red-I58T°, Red-I65T", Red-I90", Red-I90H"", Red-I90HST", Red-L`", Red-WT",Red-ST", Red-MT Red-HT",RedLamT",FloorChoiceT" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright©2010-2020 RedBuilt LLC.All rights reserved. 14 SPEC Project: 114318 Art Rutkin Type: Cl DBL stair Location: Tigard, OR. Folder: Mech & Roof Date: 7/26/21 11:39 AM RedSpec' by RedBuiltTM Designer: Karl Herinckx v7.1.12 Comment: DOUBLE 16" Red-I90TM @ 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) 47% -2626 5620 Floor(100%) 1.0D+1.0L All Spans PASS Positive Moment(ft-lb) 35% 9232 26230 Floor(100%) 1.0D+1.0L All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 36% 0.152 0.425 L/999+ L/480 1.OD+1.0L All Spans PASS Span Total 42% 0.236 0.567 L/865 L/360 1.0D+1.0L All Spans PASS FloorChoice'm Rating: 9.6 Performance rating is based on: 24 oc(23/32", 3/4")sheathing,glued and nailed, 1 1/2" Lightweight Concrete topping,simple span,flexible support. RedSpec has not performed a structural analysis of the - sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib) (DOL%) 1417(100) 1417(100) j Dead Reaction(Ib) 562 1209 Total Reaction(Ib)(DOL%) 1978(100) 2626(100) Bearing Flush Flush Support Beam Wall Req'd Bearing, No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size Left HUC414-2* 26-10d 12-10d Glulam DF/SP 5.5x30 Right BA7.12/16 6-10d 8-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) (* = Web stiffeners required) ._____--------- SPANS AND LOADS Dimensions represent horizontal design spans. • 17'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 125 34 0 16" Glued Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Floor(100%) 0 1000 14'-0.0" Adds To Staitr NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Deflection analysis is based on composite action with 24 oc(23/32", 3/4")sheathing,glued and nailed. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Connect multiple ply members per RedBuilt'"Installation Guidelines. •Joist design includes consideration for a 2000 lb load distributed over a 30"square area and all live loads removed. S:\ Sold Projects\1lxxxx\1143xx\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 7/26/2021 11:39:12 AM 114318 Art Rutkin : Mech&Roof: Cl DBL stair 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-I45L2', Red-I58T", Red-I65T", Red-I90'", Red-I90HT", Red-I90HST", Red-L'", Red-WT', Red-ST", Red-MT", Red-HT", RedLamTr", FloorChoice'" are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2020 RedBuilt LLC.All rights reserved. 15 @32"o.c. PER SHEET S123E CORRECT SPACING SHOWN I SPEC Project: 114318 Art Rutkin ON SUBMITTAL PLAN. Type: DI. Location: Tigard, OR. ADDITIONAL LOADING DUE Folder: Mech & Roof TO LARGER SPAN- Date: 4/23/21 11:28 AM THEREFORE,STRUCTURALLY RedSpec1' by RedBuiItTM Designer: Karl Herinckx ACCEPTABLE. v7.1.12 Comment: -SSS, CATENA 11.875" Red-I65TM @ 34" o c. This product meets or exceeds the set design controls for the a.plication and loads listed DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 49% -1274 2593 Snow(115°/0) 1.0D+1.05 All Spans PASS Positive Moment(ft-lb) 50% 3856 7762 Snow(115%) 1.0D+1.OS All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 31% 0.136 0.438 L/999+ L/360 1.0D+1.05 All Spans PASS Span Total 49% 0.324 0.657 L/487 L/240 1.0D+1.05 All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 497(115) 497(115) Dead Reaction (Ib) 602 790 Total Reaction(Ib)(DOL%) 1099(115) 1288(115) Bearing Flush Flush ' Support Wall Beam Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size Left HU310X*SLU8 14-16d 6-10dx .5" Sawn DF 6x14 Right HU310X*SLD8 14-16d 6-10dx .5" Glulam DF/SP 5.5x13.5 (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 1.75/12 IL V V • 13'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 34" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Snow(115%) 0 175 8'-0.0" Adds To 700#/2/2 supports Point lb Snow(115%) 0 175 12'-0.0" Adds To 700#/2/2 supports NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Birdsmouth and beveled plate conditions require additional consideration. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Sloped length multiplier= 1.011. Bevel cut add = 1.73". C:\Users\KHerinckx\Desktop\Job Files-Deleateable\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 4/23/2021 11:28:58 AM 114318 Art Rutkin : Mech&Roof: D1 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-I65T", Red-I90T", Red-I90HT", Red-I90HS"", Red-LT", Red-WT'", Red-ST", Red-MT' Red-H", RedLamT'", FloorChoice"are trademarks of RedBuilt LLC, Boise ID,USA. Copyright© 2010-2020 RedBuilt LLC.All rights reserved. 16 41<leiSPEC Project: 114318 Art Rutkin Type: D2 Location: Tigard, OR. Folder: Mech &Roof Date: 4/23/21 11:29 AM RedSpecTM by RedBuilt' Designer: Karl Herinckx v7.1.12 Comment: 11.875" Red-I65TM @ 32" o.c. 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) 46% 1203 2593 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-lb) 69% 5338 7762 Snow(115%) 1.OD+1.0S All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 61% 0.360 0.591 L/591 L/360 1.0D+1.0S All Spans PASS Span Total 85% 0.754 0.887 L/282 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(lb) (DOL%) 606(115) 606(115) Dead Reaction(Ib) 662 662 Total Reaction(Ib) (DOL%) 1268(115) 1268(115) Bearing Flush Flush I Support Beam Wall Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size Left HU310X*SLD18 14-16d 6-10dx1.5" Glulam DF/SP 5.5x13.5 Right HU310X*SLU18 14-16d 6-10dx1.5" Sawn DF 6x14 (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -4/12 tI 16'- 10.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 32" Snow Roof Joist NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Birdsmouth and beveled plate conditions require additional consideration. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Sloped length multiplier= 1.054. Bevel cut add = 3.96". C:\Users\KHerinckx\Desktop\lob Files-Deleateable\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 4/23/2021 11:29:54 AM 114318 Art Rutkin : Mech&Roof: D2 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-I90", Red-I90H'", Red-I90HS'", Red-L'", Red-W"", Red-S'", Red-MT", Red-HT", RedLam", FloorChoice'°are trademarks of RedBuilt LLC, Boise ID, USA. Copyright©2010-2020 RedBuilt LLC.All rights reserved. 1 7 eil eISPE Project: , Art Rutkin Type: D2 uplift Location: Tigard, OR. Folder: Mech & Roof Date: 4/23/21 11:30 AM RedSpecTM by RedBuiltrm Designer: Karl Herinckx v7.1.12 Comment: 11.875" Red-I65TM @ 32" o.c. 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) 46% 1203 2593 Snow(115%) 1.0D+1.OS All Spans PASS Positive Moment(ft-lb) 69% 5338 7762 Snow(115%) 1.0D+1.0S All Spans PASS Negative Moment(ft-lb) 13% -1388 10800 Wind(160%) 0.6D+0.6W All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 61% 0.360 0.591 L/591 L/360 1.0D+1.0S All Spans PASS I Span Total 85% 0.754 0.887 L/282 L/240 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical (Ib)(DOL%) 606(115) 606(115) Dead Reaction(lb) 662 662 Total Reaction(Ib) (DOL%) 1268(115) 1268(115) Net Uplift Reaction(Ib) (DOL%) -330(160) -330(160) Bearing Flush Flush Support Beam Wall Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size Left HU310X*SLD18 14-16d 6-10dx1.5" Glulam DF/SP 5.5x13.5 Right HU310X*SLU18 14-16d 6-10dx1.5" Sawn DF 6x14 (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: -4/12 11 16'- 10.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 27 28 0 32" Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%) -54 0 0'-0.0"to 16'-10.0" Adds To Uplift NOTES • Building code and design methodology: 2012 IBC ASD(US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Birdsmouth and beveled plate conditions require additional consideration. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Net uplift over 200 lb detected. • Sloped length multiplier= 1.054. Bevel cut add = 3.96". C:\Users\KHerinckx\Desktop\Job Files-Deleateable\114318 Art Rutkin Elementary School\Design\114318 Calcs.red 4/23/2021 11:30:49 AM 114318 Art Rutkin : Mech&Roof: D2 uplift 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-I90",Red-I90H"", Red-I90HS"", Red-L'", Red-W"", Red-S'", Red-MT" Red-HT",RedLam"", FloorChoice"°are trademarks of RedBuilt LLC, Boise ID, USA. Copyright©2010-2020 RedBuilt LLC.All rights reserved. 18 TI € .€4?BUILT Project:Art Rutkin Elementary Type:W 1 Location:Tigard,OR. Qty: 125 RedOpenWebT""v5.0.26 Delivery: R1 Project Number: 114318 7/27/2021 11:10:07 AM PAGE 1 Del. Desc.: Floor Trusses East THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr HIV Reference Span=30' 10.000" oriel c 0.50" }-t 2.75" 0.25" 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 7.25" r Clear Span=29' 11.500" " 1h 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-Truss @ grid K TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 250 5'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports Point(lbs) F(1.00) 0 250 10'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports LOAD GROUP#2 @ 24.000"O.C.-Truss @ grid E.4 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 350 3'0.000" Adds to BC,on chord(s) 1400#/2/2 Supports Point(lbs) F(1.00) 0 350 15'0.000" Adds to BC,on chord(s) 1400#/2/5 Supports LOAD GROUP#3 @ 24.000"O.C.-Truss @ grid E.8 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 167 10'8.000" Adds to TC,on chord(s) 1000#stair/3/2 Point(lbs) F(1.00) 0 167 10'8.000" Adds to BC,at pin(s) 1000#stair/3/2 (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:98.7% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2,3. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2954 F(1.00) 1242 D(0.90) 2714 F(1.00) 1264 D(0.90) Live Load(lbs) 1217 0 1245 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.549"(U653) Deflection (Live Load) Span:0.231"(L/1553) Center Span Camber: 0.359", Recommended Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. Copyright©2020 by RedBuilt LLC Red-W"and RedOpenWeb°"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt°' is a trademark of RedBuilt LLC,Boise,Idaho,USA. 1 9 , ;C/EU1 LT Project:Art Rutkin Elementary Type:W1 RedOpenWebT"v5.0.26 7/27/2021 11:10:07 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTm custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 184.2 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 lil Copyright©2020 by RedBuilt LLC Red-W T^"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 20 4ViceeirBUiLT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"'v5.0.26 7/27/2021 11:10:07AM 3.25"ft 10 @ 35.850" t t 7.50" 34.00 " 14 GlikilTr 0 CO GOOGG 14 14 MIME 1111111111t 9.11" 31.977" 7 @ 35.824" 1 31.977" 9.11" T t � 1 1 T T T 29'10.500" Left First Web Distance: 21.775" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 0.359" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID: W1 6"No-Notch @ RIGHT TOP PIN#11. Location: Tigard,OR. Quantity: 125 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R1 Project Number: 114318 OWEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 4 ROW(S)OF BRIDGING AT PIN(S): 2,4,7,9 Red-WT.,and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 21 491-<Ped B V I L l Project:Art Rutkin Elementary Type:W 1 D Location:Tigard,OR. Qty:2 RedOpenWebT"v5.0.26 Delivery: R1 Project Number: 114318 7/27/2021 11:11:11 AM PAGE 1 Del. Desc.: Floor Trusses East THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED corn Reference Span=30' 10.000" - Grid c 0. " ft 2.75" 25 0.25" 34.000" Red-WTA° OPEN WEB TRUSS Parallel Profile 5.50" 7.25.. Clear Span=29' 11.500" 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-Truss @ grid K TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 250 5'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports Point(lbs) F(1.00) 0 250 10'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports LOAD GROUP#2 @ 24.000"O.C.-Truss @ grid E.4 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 350 3'0.000" Adds to BC,on chord(s) 1400#/2/2 Supports Point(lbs) F(1.00) 0 350 15'0.000" Adds to BC,on chord(s) 1400#/2/5 Supports (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:98.7% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2954 F(1.00) 1242 D(0.90) 2714 F(1.00) 1264 D(0.90) Live Load(Ibs) 1217 0 1245 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.549"(L/653) Deflection(Live Load) Span:0.231"(L/1553) Center Span Camber: 0.359", Matched to W1 Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 184.2 plf Copyright©2020 by RedBuilt LLC Red-W'""and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt°"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 22 9XeCiBUILT Project:Art Rutkin Elementary Type:W 1 D RedOpenWebT"v5.0.26 7/27/2021 11:11:11AM PAGE 2 OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T""and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 23 `+ .2. BUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb""v5.0.26 7/27/2021 11:11:11 AM 3.25" 10 @ 35.850" t t 7.50" tt 1 34.00 " A X 14 14 14 14 0 0 iil 0 0 0 0 CI 0 0 0 0 14 14 14 14 I Al— . ./ . . —NI— II: 9.11" I t I31.977" 7 @ 35.824" 31.977" 9.11" t T 1 l 1 T T T 11 29'10.500" Left First Web Distance: 21.775" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 0.359" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W1 D 6"No-Notch @ RIGHT TOP PIN#11. Location: Tigard,OR. Quantity: 2 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R1 Project Number: 114318 WEB, 1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC Red-WT.,and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 24 • 417--<' 2 C/BUI LT Project:Art Rutkin Elementary Type:W2 Location:Tigard, OR. Qty: 2 RedOpenWebTM v5.0.26 Delivery: R1 Project Number: 114318 7/27/2021 11:11:31 AM PAGE 1 Del. Desc.: Floor Trusses East THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr Reference Span=30'4.750" 121 0.50" } 0.25" 0.25" 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 3.50" )( 1� 7.25.. Clear Span=29'9.000" - 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration, 0 Partition,31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-Truss @ grid H.1 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 50 22'4.250" Adds to TC,on chord(s) 400#/2/4 Supports Point(lbs) F(1.00) 0 50 19'4.250" Adds to TC,on chord(s) 400#/2/4 Supports (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:95.5% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2479 F(1.00) 1237 D(0.90) 2561 F(1.00) 1254 D(0.90) Live Load(Ibs) 1212 0 1236 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.492"(L/723) Deflection(Live Load) Span:0.235"(L/1518) Center Span Camber: 0.354", Matched to W 1 Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"^ custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 164.7 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W" and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt°"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 25 ` ce B `L+ DO NOT SCALE THIS TRUSS PROFILE RedOpenWebr'v5.0.26 7/27/2021 11:11:31 AM 3.75"f t33.35°" 9 @ 35.850" f t 7.50" . • . -1---- . • 34.00 ____A___ 1 14 112 14 14 Q 0 Q GI Q GO GO 0 GI GO 0 0 14 14 14 14 f • T --- If- 9.11"4, 2 @ 33.326" 6 @ 35.824" I31.977" 9.11" t 29'8.000" 411 Left First Web Distance: 20.425" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.354" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND 0 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W2 6"No-Notch @ RIGHT TOP PIN#11. Location: Tigard,OR. Quantity:2 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R1 Project Number: 114318 CWEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 4 ROW(S)OF BRIDGING AT PIN(S): 2,4,7,9 Red-WTI.,and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 26 WBU1 L7" Project:Art Rutkin Elementary Type:W3 Location:Tigard,OR. Qty:21 RedOpenWebT" v5.0.26 Delivery: R1 Project Number: 114318 7/27/2021 11:11:52 AM PAGE 1 Del. Desc.: Floor Trusses East THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED con H Reference Span=27' 10.000" I c 0.50" •--• 3.00" 0.25" 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" ' 7.25" Clear Span=26' 11.500" !► 0.75"Min.Gap 0.75"Min.Gap�1 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-Truss @ grid L.5 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 250 5'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports Point(lbs) F(1.00) 0 250 10'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:98.1% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 2578 F(1.00) 1118 D(0.90) 2400 F(1.00) 1141 D(0.90) Live Load(Ibs) 1095 0 1125 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.407"(L/793) Deflection(Live Load) Span:0.177"(L/1825) Center Span Camber: 0.290", Matched to W1 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltrM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 179.4 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T"'and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt'"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 27 4ric C BUIL/ DO NOT SCALE THIS TRUSS PROFILE RedOpenWebTn"v5.0.26 7/27/2021 11:11:52 AM 3.00"4' 35.700" 11 t i8 @ 35.850" 7.50" 34.0 . 1\ • . • 14 14 0 411) 0 0 0 0 0 GI 0 0 GO 0 14 14 14 14 • -----V— • • • • • —Nr -Ai:- 9.10" t I31.977" l 6 @ 35.824" 31.977" 9.10" 41/ l 1 T T T 26'10.500" Left First Web Distance: 21.625" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.290" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W3 11 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR. Quantity: 21 • 5/8"DIA.PIN 3 3/8"DIA.PIN Delivery: R1 Project Number: 114318 OWEB,1"DIA.&WEB GAUGE . 1 1/8"DIA. Copyright©2020 by RedBuilt LLC ' 4 ROW(S)OF BRIDGING AT PIN(S): 1,3,6,8 Red-WT",and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 28 47-.< C' !B[.t/LT Project:Art Rutkin Elementary Type:W4 Location:Tigard,OR. Qty: 3 RedOpenWebT"v5.0.26 Delivery: R1 Project Number: 114318 7/27/2021 11:12:13AM PAGE 1 Del. Desc.: Floor Trusses East THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=28' 1.750" _ _ _ allwi Grid 0.50" 0.50" 0.25" 0.25"S 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile .' 7.25 7.25" Clear Span=26' 10.250" 0.75"Min.Gap 0.75"Min.Gap M All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:97.3% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2259 F(1.00) 1138 D(0.90) 2256 F(1.00) 1136 D(0.90) Live Load(Ibs) 1121 0 1121 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.342"(L/939) Deflection(Live Load) Span: 0.167"(L/1923) Center Span Camber: 0.288", Matched to W 1 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W'and RedOpenWeb°'are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt''is a trademark of RedBuilt LLC,Boise,Idaho,USA. 29 ica BUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"'v5.0.26 7/27/2021 11:12:13 AM 7.50"t t34.451" t 8 a©35.850" t7.50" 1 34.00 \ • ` • _A_ __1; 14 14 14 14 0 G 0 GI GO 0 0 0 CO 14 14 14 14 • --i— 1 —V-- • • • —NTI— T 44:- 9.10" 1�31.977" 6 @ 35.824" 7,31.977" 9.10" t 1 f 26'9.250" Left First Web Distance: 20.376" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.288" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND no Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W4 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR. Quantity: 3 • 5/8"DIA.PIN 0 3/8"DIA.PIN Delivery: R1 Project Number: 114318 �WEB, 1"DIA.&WEB GAUGE j 1 1/8"DIA. Copyright®2020 by RedBuilt LLC 7 4 ROW(S)OF BRIDGING AT PIN(S): 1,3,6,8 Red-WT.,and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 30 Project:Art Rutkin Elementary Type:W5 Location:Tigard,OR. Qty:43 RedOpenWeb°"v5.0.26 Delivery: R1 Project Number: 114318 7/27/2021 11:12:42AM PAGE 1 Del. Desc.: Floor Trusses East THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED © p -_ Reference Span 30' 10.000" 4 j I I 3.00" 0.25"} 34.000" Red-Wm" OPEN WEB TRUSS f Parallel Profile 5.50" 5.50" Clear Span=30'4.500" 0.75"Min.Gap 0.75"Min.Gap 11 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-Truss @ grid E.5 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 200 16'0.000" Adds to BC,on chord(s) 800#/2/2 Supports Point(lbs) F(1.00) 0 200 19'0.000" Adds to BC,on chord(s) 800#/2/2 Supports LOAD GROUP#2 @ 24.000"O.C.-Truss @ grid D.1 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 250 5'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports Point(lbs) F(1.00) 0 250 10'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:94.5% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2870 F(1.00) 1258 D(0.90) 2750 F(1.00) 1272 D(0.90) Live Load(Ibs) 1232 0 1250 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.606"(L/600) Deflection(Live Load) Span:0.261"(L/1393) Center Span Camber: 0.369", Matched to W 1 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product ` values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 177.7 plf Copyright©2020 by RedBuilt LLC Red-W" and RedOpenWeb°' are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 31 4.91K ;CBILlILT Project:Art Rutkin Elementary Type:W5 RedOpenWebr'v5.0.26 7/27/2021 11:12:42 AM PAGE 2 OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W W'and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt.'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 32 4ricaO B j LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebr'v5.0.26 7/27/2021 11:12:42 AM 3.00" 11 @ 33.046" t 5.75" ttI 1 34.00 " \Vt ;,;i • ` ji 1 o 0 0GI 0 0 o GI 0 0 0 0 0 9.12" 29.978" 8 @ 33.022" 29.978" 9.1 " 30'3.500" Left First Web Distance: 19.568" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.369" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W5 6"No-Notch @ RIGHT TOP PIN#12. Location: Tigard,OR. Quantity:43 • 5/8"DIA.PIN '3 3/8"DIA.PIN Delivery: R1 Project Number: 114318 WEB, 1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright 0zozo by RedBuilt LLC 7 4 ROW(S)OF BRIDGING AT PIN(S): 2,4,8,10 Red•WT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 33 / T Project:Art Rutkin Elementary Type:W6 Location:Tigard, OR. Qty: 1 RedOpenWebT"ve.0.26 Delivery: R1 Project Number: 114318 7/27/2021 11:13:01 AM PAGE 1 Del. Desc.: Floor Trusses East THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=31' 1.438" O c }f 3.00" 0.25"} 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 5.50" Clear Span=30' 10.688" 0.75"Min.Gap 0.75"Min.Gap 1► All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:21.0° RT) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:97.4% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2523 F(1.00) 1275 D(0.90) 2564 F(1.00) 1293 D(0.90) Live Load(Ibs) 1248 0 1270 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.562"(L/658) Deflection(Live Load) Span:0.275"(L/1345) Center Span Camber: 0.381", Matched to W5 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T'and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt°"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 34 `iceer BUitr DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.26 7/27/2021 11:13:01 AM 2.27" 11 @ 33.608" t 5.75" N I I . e e e e i 34.00 1 14 12 14 14 0 41) GP Q 0 0 0 0 0 p 0 0 0 0 14 14 14 12 14 i 1 —\Tr • / • • / / • 9.12" 29.978" 8 @ 33.584" 29.978" 9.1 " t t t T T 7 30'9.688" Left First Web Distance: 20.412" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.381" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND n 6"No-Notch @ LEFT TOP PIN# 1. I Project:Art Rutkin Elementary Truss ID: W6 6"No-Notch @ RIGHT TOP PIN#12. 1 Location: Tigard,OR. Quantity: 1 • 5/8"DIA.PIN 3/8"DIA.PIN ' Delivery: R1 Project Number: 114318 WEB, 1"DIA.&WEB GAUGE _. 1 1/8"DIA. Copyright©zozo by RedBuilt LLC 4 ROW(S)OF BRIDGING AT PIN(S): 2,4,8, 10 Red-WT",and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 35 1-<CC,BUILT Project:Art Rutkin Elementary Type:W7 Location:Tigard,OR. Qty: 1 RedOpenWeb" �s.o.zs Delivery: R1 Project Number: 114318 7/27/2021 11:13:20AM PAGE 1 Del. Desc.: Floor Trusses East THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ,.t Reference Span=31' 10.625" a i c f3.00" 0.25'I I 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 5.50" Clear Span=31'7.875" 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:21.0° RT) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:98.7% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2585 F(1.00) 1307 D(0.90) 2626 F(1.00) 1325 D(0.90) Live Load(Ibs) 1278 0 1301 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.607"(U624) Deflection(Live Load) Span:0.297"(L/1276) Center Span Camber: 0.400", Matched to W5 Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W.'and RedOpenWebT.'are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt."is a trademark of RedBuilt LLC,Boise,Idaho,USA. 36 ; cL�/ s+�+/' � DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.26 7/27/2021 11:13:20AM 2.27"4 11 @ 34.443" t 5.75" j, 1 34.00 " \ \ A \ \ • 14 112 14 14 (I) 0 CO CO 0 CO CO 0 0 CI 0 0 0 14 14 12 14 I —\TI— . . \ / . . i 9.12" 29.978" 8 @ 34.418" 4 29.978" 9.12" o T T 1t 31'6.875" Left First Web Distance: 21.665" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.400" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W7 6"No-Notch @ RIGHT TOP PIN#12. Location:Tigard,OR. Quantity: 1 • 5/8"DIA.PIN 0 3/8"DIA.PIN Delivery: R1 Project Number: 114318 j WEB, 1"DIA.&WEB GAUGE i 1 1/8"DIA. Copyright©2020 by RedBuilt LLC ' 4 ROW(S)OF BRIDGING AT PIN(S): 2,4,8,10 Red-W".,and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 37 Ve$11--<°PairiBUILT Project:Art Rutkin Elementary Type:W8 Location:Tigard, OR. Qty: 1 RedOpenWeb" v5.0.26 Delivery: R1 Project Number: 114318 7/27/2021 11:13:39AM PAGE 1 Del. Desc.: Floor Trusses East THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED "�— Reference Span=32'3.000" 0 ti3.00" 0.25" 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 5.50" Clear Span=32'0.250" 0.75"Min.Gap 0.75"Min.Gap�} All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord),@ 12.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:21.0°RT) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:88.4% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1307 F(1.00) 661 D(0.90) 1328 F(1.00) 670 D(0.90) Live Load(Ibs) 646 0 658 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.345"(L/1112) Deflection(Live Load) Span:0.169"(U2273) Center Span Camber: 0.410", Matched to W5 Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltrM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuilt1M custom products listed above with chords analyzed using RedBuiltrM analysis. -Pricing Load=81.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W°"and RedOpenWeb°"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt°"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 38 ` c6C,BUI LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"'v5.0.26 7/27/2021 11:13:39 AM 2.27" 11 @ 34.841" 5.75" ee i t 34.00 " \ ` i 14112 14 \ • 14 0 0 0 0 0 0 0 CI CO CI CI CO CO CI 14 14 14 t —Nr. \ 9.12" I 29.978" 8 @ 34.816" 29.978" 9.12" t t t 31'11.250" • Left First Web Distance: 22.261" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.410" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID: W8 6"No-Notch @ RIGHT TOP PIN#12. Location: Tigard,OR. Quantity: 1 • 5/8"DIA.PIN 3/8"DIA.PIN i. Delivery: R1 Project Number: 114318 WEB,1"DIA.8 WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 4 ROW(S)OF BRIDGING AT PIN(S): 2,4,8,10 Red-WT"',and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 39 . NeBuILT Project:Art Rutkin Elementary Type:W9 Location:Tigard, OR. Qty: 7 RedOpenWeb""v5.0.26 Delivery: R1 Project Number: 114318 7/28/2021 8:58:50 AM PAGE 1 Del. Desc.: Floor Trusses East THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED AReference Span= 16'8.750" t-t 3.00" 2.75"•-• 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 5.50" Clear Span= 16'3.250" 0.75"Min.Gap � 0.75"Min.Gap rt All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-Corridor loading TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 31 0.250"to 16'8.750" Replaces TC Design loads (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle:0°) Material: Wood Beam Material: Wood Beam Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:93.2% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2015 F(1.00) 680 D(0.90) 2019 F(1.00) 681 D(0.90) Live Load(Ibs) 1335 0 1338 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.151"(L/1283) Deflection(Live Load) Span:0.099"(U1959) Center Span Camber: 0.077", Recommended Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuilt1M analysis. -Pricing Load=241.4 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T'and RedOpenWebTM'are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 40 U • ` �B `�� DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.26 7/28/2021 8:58:50 AM 3.00"tt 6 @ 32.375" 3.25" tt 34.00 " 1 . • 9.04" I 5 @ 32.358" 9. 4" t t T T 16'2.250" Left First Web Distance: 16.188" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.077" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND n 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W9 111 6"No-Notch @ RIGHT TOP PIN# 7. Location: Tigard,OR. Quantity: 7 • 5/8"DIA.PIN 3/8"DIA.PIN Delivery: R1 Project Number: 114318 0 WEB, 1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 2 ROW(S)OF BRIDGING AT PIN(S): 2,5 Red-VT.,and RedOpenWeb"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 41 WB UI LT Project:Art Rutkin Elementary Type:W30 Location:Tigard, OR. Qty: 11 RedOpenWeb"v5.0.26 Delivery: R1 Project Number: 114318 7/27/2021 11:14:23 AM PAGE 1 Del. Desc.: Floor Trusses East THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED �corr Reference Span=23'9.750" sHr 0.50" }-t 3.00" 48.00" 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile Sso" 7.25" Clear Span=22' 11.250" - - - --III {► 0.75"Min.Gap 0.75"Min.Gap{} All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-Truss @ grid K.5 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) F(1.00) 0 50 5'0.000" Adds to TC,on chord(s) 400#/2/4 Supports Point(Ibs) F(1.00) 0 50 8'0.000" Adds to TC,on chord(s) 400#/2/4 Supports (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1960 F(1.00) 953 D(0.90) 2539 F(1.00) 1226 D(0.90) Live Load(Ibs) 963 29 1257 -29 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.275"(L/999) Deflection(Live Load) Span:0.130"(L/2107) Center Span Camber: 0.210", Matched to W3 Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltm analysis. -Pricing Load= 162.1 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T"and RedOpenWebTM'are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 42 (trice 3 B1 `LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb''v5.0.26 7/27/2021 11:14:23 AM 3.00"tt.35.700" t 5 @35.850" t 2@ 29.650" t t 55.75" it 1 1 • C C • ` . 34.00 " 9.09" I t 35.674" I 4 @ 35.824" 2 @ 29.628" 9.0 " if t t T l T 22'10.250" Left First Web Distance: 17.925" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.210" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID: W30 6"No-Notch @ RIGHT TOP PIN# 9. Location:Tigard,OR. Quantity: 11 • 5/8"DIA.PIN o 3/8"DIA.PIN Delivery: R1 Project Number: 114318 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. — Copyright©2020 by RedBuilt LLC V3 ROW(S)OF BRIDGING AT PIN(S): 2,4,7 Red-WT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltm"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 43 T CALCS FOR W 1 INCLUDED �47-< Bt!/L l Project:Art Rutkin Element Type:W1 TWICE IN THIS PACKET Location.Tigard, OR. Qty: 103 SSS; CATENA RedOpenWeb°' v5.0.26 Delivery: R2 o' t e • 114318 7/27/2021 11:33:21 AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED cCorrReference Span=30' 10.000" _--_ v.—, Grid I I c 0.50"•l, 2.75" 0.25"7 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" , 7.25" II Clear Span=29' 11.500" 11 0.75"Min.Gap 0.75"Min.Gap 1} All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-Truss @ grid K TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 250 5'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports Point(lbs) F(1.00) 0 250 10'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports LOAD GROUP#2 @ 24.000"O.C.-Truss @ grid E.4 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 350 3'0.000" Adds to BC,on chord(s) 1400#/2/2 Supports Point(lbs) F(1.00) 0 350 15'0.000" Adds to BC,on chord(s) 1400#/2/2 Supports (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:98.7% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2954 F(1.00) 1242 D(0.90) 2714 F(1.00) 1264 D(0.90) Live Load(Ibs) 1217 0 1245 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.549"(L/653) Deflection(Live Load) Span:0.231"(L/1553) Center Span Camber: 0.359", Recommended Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTm materials and code accepted design values. RedBuiltrM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 184.2 plf Copyright©2020 by RedBuilt LLC Red-W T"^and RedOpenWeb'° are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt°"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 44 4 'elBC/!LT Project:Art Rutkin Elementary Type:W1 RedOpenWeb°"v5.0.26 7/27/2021 11:33:21 AM PAGE 2 OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W TM and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 45 7 CC,BUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.26 7/27/2021 11:33:21 AM 3.25", 10 gi 35.850" t 7.50" - +t I 34.00 " \ A • 14 14 14---Nir —Nr • 14 0 0 GI 4;1 0 0 0 0 4;1 0 0 0 14 14 14 14 • • • • • jv___. _ig 1 ----Nr —\ii- 9.11" T 131.977" 11t 7 @ 35.824" 31.977" I 9.11" 1 1 1 29'10.500" Left First Web Distance: 21.775" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 0.359" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W1 6"No-Notch @ RIGHT TOP PIN#11. Location: Tigard,OR. Quantity: 103 • 5/8"DIA.PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114318 _J WEB, 1"DIA.&WEB GAUGE 1 1/8"DIA. ---- Copyright©2020 by RedBuilt LLC 4 ROW(S)OF BRIDGING AT PIN(S): 2,4,7,9 Red-WT.,and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 46 c 4 BUILT" Project:Art Rutkin Elementary Type:W10 Location:Tigard, OR. Qty:23 RedOpenWebT" v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:33:48 AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr H Reference Span=27' 10.000" Grid 0.50" t-t 3.00" 0.25" I ' 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile "I 5.50" 7.25" Clear Span=26' 11.500" 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-Truss @ grid AX.6 TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 250 5'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports Point(lbs) F(1.00) 0 250 10'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:98.1% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2578 F(1.00) 1118 D(0.90) 2400 F(1.00) 1141 D(0.90) Live Load(Ibs) 1095 0 1125 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.407"(L/793) Deflection(Live Load) Span:0.177"(U1825) Center Span Camber: 0.290", Matched to W1 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 179.4 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W'"and RedOpenWeb°"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT"is a trademark of RedBuilt LLC,Boise.Idaho,USA. 47 `f iced/ BUI L DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb'"v5.0.26 7/27/2021 11:33:48 AM 3.00" 35.700" 8 @ 35.850" t 7.50" li i 34.00 " 14 14 0 0 0 lip 0 4;1 0 0 0 0 0 0 14 14 14 14 1 ' / . • • —V- 9.10" 1 31.977" 6 @ 35.824" 31.977" 9.10" 26'10.500" Left First Web Distance: 21.625" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.290" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND G 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W10 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR. Quantity: 23 • 5/8"DIA.PIN o 3/8"DIA.PIN Delivery: R2 Project Number: 114318 ) WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 7 4 ROW(S)OF BRIDGING AT PIN(S): 1,3,6,8 Red-W..,and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiitT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 48 1 49- er.,L.?V/L ' Project:Art Rutkin Elementary Type:W11 Location:Tigard, OR. Qty:9 RedOpenWebT"v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:34:12AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr H Reference Span=24'8.000" +► sr+r) c 0.50" }-t 3.00" 38.00" ' I ' 34.000" Red-WTM OPEN WEB TRUSS 3 Parallel Profile 5.50" 7.25" Clear Span=23'9.500" i II II M 0.75"Min.Gap 0.75"Min.Gap 4 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:96.7% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1955 F(1.00) 987 D(0.90) 2463 F(1.00) 1210 D(0.90) Live Load(Ibs) 987 19 1234 -19 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.279"(L/1018) Deflection(Live Load) Span:0.136"(L/2086) Center Span Camber: 0.226", Matched to W 10 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuilt rm custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt' is a trademark of RedBuilt LLC,Boise,Idaho,USA. 49 ` c 'BU LT DO NOT SCALE THIS TRUSS PROFILE RedopenWebT'v5.0.26 7/27/2021 11:34:12 AM 3.00"tt35 .700" t 6 @ 35.850" 33.700" t t 45.75" I 34.00 " J2 14 Q G GI 00 0 0 Q Q 0 GO 0 Q Q 14 i i / • 9.09" I 31.977" 4 @ 35.824" 2 @ 33.675" 9.09" T � l T 1 l T T 1 f - 23'8.500" ------ • Left First Web Distance: 21.625" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.226" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND ►1 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID: W11 m 6"No-Notch @ RIGHT TOP PIN# 9. Location:Tigard,OR. Quantity: 9 • 5/8"DIA.PIN o 3/8"DIA.PIN 1 Delivery: R2 Project Number: 114318 OWEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC V4 ROW(S)OF BRIDGING AT PIN(S): 1,3,6,8 Red-WT",and RedOpenWeb`°'are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 50 1-<401BUILT Project:Art Rutkin Elementary Type:W12 Location:Tigard, OR. Qty: 1 RedOpenWeb" v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:34:31 AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED r". Reference Span=26' 1.500" low—JGrid }-f 3.00" 0.50"t 0.25" 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 7.25" 7.25" Clear Span=25'5.750" a 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Members Critical Design Component Value:87.6% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2114 F(1.00) 1066 D(0.90) 2146 F(1.00) 1081 D(0.90) Live Load(Ibs) 1048 0 1066 0 DEFLECTIONS &CAMBER: Deflection (Total Load) Span:0.315"(U968) Deflection(Live Load) Span:0.154"(U1980) Center Span Camber: 0.259", Matched to W10 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltn" Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W"'and RedOpenWeb°' are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt°' is a trademark of RedBuilt LLC,Boise,Idaho,USA. 51 `#' ce- BUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.26 7/27/2021 11:34:31 AM 4.75"t t 9 @ 33.861" t t 7.50" I I 34.0I \ 0 " 14 14 0 0 0 `0 0 0 0 0 0 0 0 14 14 14 14 • • • • • • Ar I 9.10" 1 31.977" T 6 @ 33.837" 31.977" 9.10" l T 1 T 41 25'4.750" • Left First Web Distance: 18.792" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.259" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W12 III 6"No-Notch @ RIGHT TOP PIN#10. Location: Tigard,OR. Quantity: 1 • 5/8"DIA.PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114318 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 3 ROW(S)OF BRIDGING AT PIN(S): 3,6,8 Red-WT.,and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 52 Project:Art Rutkin Elementary Type:W13 Location:Tigard, OR. Qty: 1 RedOpenWebT'vs.o.zs Delivery: R2 Project Number: 114318 7/27/2021 11:34:50AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=23'6.250" - .." ; Grid 0.50" 3.00" 0.25" tir 34.000"Red-WTM OPEN WEB TRUSS •• , Parallel Profile 7.25" 7.25" Clear Span=22' 10.500" 0.75"Min.Gap 0.75"Min.Gap 4 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:93.8% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1903 F(1.00) 960 D(0.90) 1936 F(1.00) 974 D(0.90) Live Load(Ibs) 944 0 961 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.280"(U975) Deflection(Live Load) Span:0.137"(U1990) Center Span Camber: 0.209", Matched to W10 Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltm' materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-WT.and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT""is a trademark of RedBuilt LLC,Boise,Idaho,USA. 53 7rIce ' BUL/T DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb'"v5.0.26 7/27/2021 11:34:50 AM 4.75" 9 @ 30.389" t 7.50" 34.00 ' , 41) 0 0 GI 0 0 0 0 0 0 GI 0 GI 41;/ V/ 0 0 9.09" I 8 @ 30.367" 9 09" t t 22'9.500" Left First Web Distance: 15.194" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.209" Bottom Chord Slope: 0 Red-WTA° SERIES LEGEND I. 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID: W13 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR. Quantity: 1 • 5/8"DIA.PIN o 3/8"DIA.PIN Delivery: R2 Project Number: 114318 OWEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 3 ROW(S)OF BRIDGING AT PIN(S): 3,6,8 Red-VV.,and RedOpenWeb.are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt*"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 54 411-1-< 1661BUlLT Project:Art Rutkin Elementary Type:W14 Location:Tigard,OR. Qty: 1 RedOpenWeb"v5.o.zs Delivery: R2 Project Number: 114318 7/27/2021 11:35:08AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr Reference Span=26' 10.813" I C u 3.00" 54.00" 34.000"Red-WTM OPEN WEB TRUSS ,L4 Parallel Profile ' 5.50" 7.25" Clear Span=26'8.063" 0.75"Min.Gap 0.75"Min.Gap 11 AU dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:96.1% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2190 F(1.00) 1106 D(0.90) 2885 F(1.00) 1410 D(0.90) Live Load(Ibs) 1114 31 1444 -31 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.395"(L/807) Deflection(Live Load) Span:0.193"(U1650) Center Span Camber: 0.284", Matched to W19 Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 55 `,l ceC BUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebTM'v5.0.26 7/27/2021 11:35:08 AM 3.00 10 @ 31.906" t 61.75" 34.00 I\ ` ` 1 14 0 0 0 CI 4 CO CI CI G CI 0 0 0 14 9.10" t 27.980" 7 @ 31.883" 27.980" 9.10"T 1 T T 26'7.063" • Left First Web Distance: 19.860" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.284" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W14 6"No-Notch @ RIGHT TOP PIN#11. Location: Tigard,OR. Quantity: 1 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R2 Project Number: 114318 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC y4 ROW(S)OF BRIDGING AT PIN(S): 2,4,7,9 Red-WT",and RedOpenWebt are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 56 ',C/'Bt1ILT Project:Art Rutkin Elementary Type:W15 Location:Tigard,OR. Qty: 1 RedOpenWebT1A v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:35:28 AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Carr Hilt Reference Span=27'3.325" c 3.00' 48.00" 11 34.000" Red-WTm OPEN WEB TRUSS l 1 Parallel Profile 5.50" 7.25" 1 Clear Span=27'0.575" ' 0.75"Min.Gap 0.75"Min.Gap�} All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:96.9% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2220 F(1.00) 1121 D(0.90) 2844 F(1.00) 1394 D(0.90) Live Load(Ibs) 1123 25 1426 -25 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.411"(L/787) Deflection(Live Load) Span:0.201"(U1609) Center Span Camber: 0.292", Matched to W19 Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuilt°"' Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T'and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. 57 RedBuilt°' is a trademark of RedBuilt LLC,Boise,Idaho,USA. `1c�✓� B�+++�T DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"v5.0.26 7/27/2021 11:35:28 AM 3.00",t; 10 @ 32.358" } }55.75" II 34.00 " I\ \ \ _112 14041;) 0 GO 41;) 41i0 0 0 GO 0 0070CoGI14 I • i ` • ` i ` • 1 9.10" 27.980" 7 @ 32.334" 27.980" 9.1 " t t l - T 26'11.575" Left First Web Distance: 20.536" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.292" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID: W15 6"No-Notch @ RIGHT TOP PIN#11. Location: Tigard,OR. Quantity: 1 • 5/8"DIA.PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114318 ) WEB,1"DIA.&WEB GAUGE 1 1 1/8"DIA. Copyright©2020 by RedBuilt LLC IF4 ROW(S)OF BRIDGING AT PIN(S): 2,4,7,9 Red•W".,and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBu,ft"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 58 41.7 Ka B V I LT Project:Art Rutkin Elementary Type:W16 Location:Tigard, OR. Qty: 1 RedOpenWeb"v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:35:47AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr HI. Reference Span=27'9.000" 1.1 c }-t 3.00" 42.00"a--'I,—• 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 7.25.. III Clear Span=27'6.250" 1► 0.75"Min.Gap 0.75"Min.Gap�1 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:97.9% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2258 F(1.00) 1141 D(0.90) 2812 F(1.00) 1382 D(0.90) Live Load (Ibs) 1137 19 1410 -19 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.432"(L/761) Deflection(Live Load) Span:0.211"(U1558) Center Span Camber: 0.302", Matched to W19 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuilt1"' Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltrM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W^"and RedOpenWeb°are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt r"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 59 `f$aCIFB1 /LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.26 7/27/2021 11:35:47 AM 3.00" 10 @ 32.925" 49.75" 34.00 " 1\ \ \ _1° 14 00 g 0 0 0 0 0 Q 0 0 0 0 79 0 Q0 14 1 • • f • • • 9.10" 27.980" I 7 @ 32.901" 27.980" l 9.10" t t T T 27'5.250" Left First Web Distance: 21.388" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.302" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND rl 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID: W16 1n 6"No-Notch @ RIGHT TOP PIN#11. Location:Tigard,OR. Quantity: 1 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R2 Project Number: 114318 i WEB, 1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 7 4 ROW(S)OF BRIDGING AT PIN(S): 2,4,7,9 Red-WT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 60 491--< PaCiBI Ul LT Project:Art Rutkin Elementary Type:W17 Location:Tigard,OR. Qty: 1 RedOpenWeb" vs.o.26 Delivery: R2 Project Number: 114318 7/27/2021 11:36:05AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr HI Reference Span=28'6.313" c }--} 3.00" 30.00".'I-� I ' 34.000" Red-WTM OPEN WEB TRUSS r2sr 4 I I Parallel Profile ' 5.50" 7.25" Clear Span=28'3.563" M 0.75"Min.Gap 0.75"Min.Gap 4 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-Typical Truss TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 250 6'0.000" Adds to BC,on chord(s) 1000#/2/2 Supoorts Point(lbs) F(1.00) 0 250 9'0.000" Adds to BC,on chord(s) 1000#/2/2 Supoorts (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.4% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2693 F(1.00) 1173 D(0.90) 2860 F(1.00) 1352 D(0.90) Live Load(Ibs) 1159 11 1369 -11 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.498"(U679) Deflection(Live Load) Span:0.218"(L/1552) Center Span Camber: 0.320", Matched to W19 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTm materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 175.7 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W"and RedOpenWeb"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 61 ceerBUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeebT"v5.0.26 7/27/2021 11:36:05 AM 3.00" 10 @ 33.856" t 37.75" 1. ......•_.........................._._._...._.. __D.._ I 34.00 " 14 OciAlk /0 0 CO co co co 0 0 lip €1 lip 41;) A. 14 9.11" 27.980" 7 @ 33.832" 27.980" 9.11" 28'2.563" Left First Web Distance: 22.785" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.320" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND ri 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W17 Y 6"No-Notch @ RIGHT TOP PIN#11. Location: Tigard,OR. Quantity: 1 • 5/8"DIA.PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114318 U WEB,1"DIA-&WEB GAUGE 1 1/8"DIA, Copyright O202Oby RedBuilt LLC 7 4 ROW(S)OF BRIDGING AT PIN(S): 2,4,7,9 Red-WT.,and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 62 4W ;C/BUI LT Project:Art Rutkin Elementary Type:W18 Location:Tigard, OR. Qty: 1 RedOpenWeb"' v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:36:24AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr Reference Span=29'3.500" H-} 3.00" 24.00" 34.000" Red-WTM OPEN WEB TRUSS l I ICI Parallel Profile 5.50" 7.25" Clear Span=29'0.750" 0.75"Min.Gap 0.75"Min.Gap 11 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-Typical Truss TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 250 6'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports Point(lbs) F(1.00) 0 250 9'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100.1% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 2758 F(1.00) 1204 D(0.90) 2848 F(1.00) 1352 D(0.90) Live Load (Ibs) 1187 7 1363 -7 DEFLECTIONS &CAMBER: Deflection (Total Load) Span:0.517"(U673) Deflection(Live Load) Span:0.227"(U1534) Center Span Camber: 0.337", Matched to W19 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltrM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 175.9 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 63 � �B�+��� DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.26 7/27/2021 11:36:24AM 3.00" 10 @ 34.775" t t 31.75" . ................_____ ..._...._..............._...., 34.00 " 14 EPA ifil 0 Go Co 0 41) 411\0 CAVA% 14 9.11" I 27.980" 7 @ 34.750" 27.980" 9.11" T 7 I. -- 28'11.750" Left First Web Distance: 24.163" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.337" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND n 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W18 a/ 6"No-Notch @ RIGHT TOP PIN#11. Location:Tigard,OR. Quantity: 1 • 5/8"DIA.PIN " 3/8"DIA.PIN Delivery: R2 Project Number: 114318 WEB, 1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 7 4 ROW(S)OF BRIDGING AT PIN(S): 2,4,7,9 Red-WT.,and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 64 47"<e '/'BUILT Project:Art Rutkin Elementary Type:W19 Location:Tigard, OR. Qty: 1 Delivery: R2 Project Number: 114318 RedOpenWeb''v5.0.26 7/27/2021 11:36:43AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr Reference Span=30'0.000" t-t C 3.00" 12.00" 34.000" Red-WTM OPEN WEB TRUSS i Parallel Profile ' 5.50" Clear Span=29'9.250" w 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-Typical truss TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) F(1.00) 0 250 6'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports Point(lbs) F(1.00) 0 250 9'0.000" Adds to BC,on chord(s) 1000#/2/2 Supports (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100.5% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2819 F(1.00) 1233 D(0.90) 2760 F(1.00) 1319 D(0.90) Live Load(Ibs) 1210 3 1316 -3 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.549"(L/649) Deflection(Live Load) Span:0.242"(L/1470) Center Span Camber: 0.354", Matched to W 1 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 176.6 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W"'and RedOpenWebT'are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt''is a trademark of RedBuilt LLC,Boise,Idaho,USA. 65 Trice- BU+LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeebr v5.0.26 7/27/2021 11:36:43 AM 3.00" 10 @ 35.625" t t 19.75" fi 34.00 " ITAFAI) PI UV4UUUUT .,IIIIIIIMME 71Z/ NMIlliarflneiImmaimell1011 •11.1* Mog• NEM•BEIMMIIMINNINUMMIMIIIIIM 11 9.11" 27.980" 7 @ 35.599" 27.980" 9.11" T T 29'8.250" Left First Web Distance: 25.438" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.354" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND ni 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W19 1/ 6"No-Notch @ RIGHT TOP PIN#11. Location:Tigard,OR. Quantity: 1 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R2 Project Number: 114318 0 WEB,1"DIA.&WEB GAUGE I 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 7 4 ROW(S)OF BRIDGING AT PIN(S): 2,4,7,9 Red-W'",and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 66 IKPeCIBUILT Project:Art Rutkin Elementary Type:W20 Location:Tigard, OR. Qty: 1 RedOpenWeb "v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:37:07AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Carr Reference Span=25'5.625" �{ C ' 3.00" 3.00"H 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 5.50" -- Clear Span=25'2.875" 4 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:90.4% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2073 F(1.00) 1047 D(0.90) 2073 F(1.00) 1047 D(0.90) Live Load(Ibs) 1026 0 1026 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.331"(U912) Deflection(Live Load) Span:0.161"(L/1870) Center Span Camber: 0.254", Matched to W19 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W TM and RedOpenWeb°"'are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt°'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 67 iice J" BUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebTM v5.0.26 7/27/2021 11:37:07 AM 3.00" 9 @ 33.542" ftH.00" tt 34.00 " \ /\ /\ /\ /` / 14 i 0 GI GI 0 0 GI GI GI 0 0 0 A) 14 1 \/ \/ V \/ \/ 9.09" I 1 1 I27.980" 1 6 @ 33.517" 27.980" 9.09"T l T T T III 25'1.875" Left First Web Distance: 22.313" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.254" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W20 6"No-Notch @ RIGHT TOP PIN#10. Location: Tigard,OR. Quantity: 1 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R2 Project Number: 114318 ------ - , , WEB, 1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 3 ROW(S)OF BRIDGING AT PIN(S): 2,4,7 Red-WT.,and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 68 47-KairiBuirr Project:Art Rutkin Elementary Type:W21 Location:Tigard,OR. Qty: 1 Delivery: R2 Project Number: 114318 RedOpenWebw v5.0.26 7/27/2021 11:37:25AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr Reference Span=20'3.125" }-} 3.00" 3.00"T} I ' 34.000"Red-WTM OPEN WEB TRUSS Parallel Profile t t 5.50" 5.50" Clear Span=20'0.375" 0.75"Min.Gap 0.75"Min.Gap�1 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:85.8% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 1652 F(1.00) 834 D(0.90) 1652 F(1.00) 834 D(0.90) Live Load(lbs) 818 0 818 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.183"(L/1308) Deflection(Live Load) Span:0.089"(L/2679) Center Span Camber: 0.160", Matched to W19 Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltn" analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 69 `fc�✓vIL` DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"v5.0.26 7/27/2021 11:37:25 AM 3.00", 7 @ 34.196" 3.00" 4 it 1 • • •i 34.00 "— (i • • • i 9.07" I 6 @ 34.172" 9. 7" 4, 4, e +, 19'11.375" - - • - Left First Web Distance: 17.098" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.160" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND I. 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W21 6"No-Notch @ RIGHT TOP PIN# 8. Location: Tigard,OR. Quantity: 1 • 5/8"DIA.PIN „ 3/8"DIA.PIN Delivery: R2 Project Number: 114318 ",J WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright 02020 by RedBuilt LLC 7 2 ROW(S)OF BRIDGING AT PIN(S): 2,4 Red-WT.,and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 70 ¶1 €_4 'BLJILT Project:Art Rutkin Elementary Type:W22 Location:Tigard, OR. Qty: 1 RedOpenWeb°"v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:37:43 AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED corm Reference Span= 17'4.000" } 3.00" 3.00"71 34.000"Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 5.50" Clear Span= 17' 1.250" 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:98.4% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1415 F(1.00) 714 D(0.90) 1415 F(1.00) 714 D(0.90) Live Load(Ibs) 701 0 701 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span: 0.125"(L/1640) Deflection(Live Load) Span:0.061"(U3362) Center Span Camber: 0.116", Matched to W19 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"' custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-Wu"and RedOpenWeb°'"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt°' is a trademark of RedBuilt LLC,Boise,Idaho,USA, 7 `ice, BLJ Lr DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"v5.0.26 7/27/2021 11:37:43 AM 3.00", 6 @ 34.042" 3.00" 1t tt 34.00 " I . 9.06" + f 5 @ 34.017" I 9. 6" 1 - 17'0.250" t t Left First Web Distance: 17.021" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.116" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND G 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W22 6"No-Notch @ RIGHT TOP PIN# 7. Location: Tigard,OR. Quantity: 1 • 5/8"DIA.PIN c 3/8"DIA.PIN Delivery: R2 Project Number: 114318 1 WEB,1"DIA.&WEB GAUGE , 11 1/8"DIA. Copyright @2020 by RedBuift LLC 2 ROW(S)OF BRIDGING AT PIN(S): 2,4 Red-W*•,and RedopenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltm is a trademark of RedBuilt LLC,Boise,Idaho,USA. 72 /1.--KariBUILT Project:Art Rutkin Elementary Type:W23 Location:Tigard, OR. Qty: 1 RedOpenWeb°°v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:38:04AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr Reference Span= 14'8.688" c •-+ 3.00" 3.00"ft-+ 34.000" Red-WTM OPEN WEB TRUSS f—t Parallel Profile 5.50" '. 5.50" Clear Span= 14'5.938" -._- 1} 0.75"Min.Gap 0.75"Min.Gap 1► All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:81.1% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1203 F(1.00) 607 D(0.90) 1203 F(1.00) 607 D(0.90) Live Load(Ibs) 596 0 596 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.083"(U2074) Deflection(Live Load) Span:0.041"(U4264) Center Span Camber: 0.083", Matched to W19 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTm custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W°"'and RedOpenWeb°' are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT1°is a trademark of RedBuilt LLC,Boise,Idaho,USA. 73 '12C. 'BUI LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb" v5.0.26 7/27/2021 11:38:04 AM 3.00" 5 @ 34.588" 3.00" .� fit •— / .� 34.00 " 1 9.05"1 4 @ 34.562" 9. 5" t T T 14'4.938" Left First Web Distance: 17.294" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.083" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W23 6"No-Notch @ RIGHT TOP PIN# 6. Location: Tigard,OR. Quantity: 1 • 5/8"DIA.PIN 1, 3/8"DIA.PIN Delivery: R2 Project Number: 114318 jWEB,1"DIA.&WEB GAUGE -., 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 1 ROW(S)OF BRIDGING AT PIN(S): 2 Red-WT.,and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt T"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 74 Ne[/ BV,LT Project:Art Rutkin Elementary Type:W24 Location:Tigard,OR. Qty:5 RedOpenWeb"'v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:38:23AM PAGE 1 Del. Desc.: Floor Trusses West 1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr HI- Reference Span=27'0.250" sHT C 0.50" }i 3.00" 45.00" 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 7.25" Clear Span=26' 1.750" }► 0.75"Min.Gap 0.75"Min.Gap AU dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.2% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2144 F(1.00) 1081 D(0.90) 2739 F(1.00) 1345 D(0,90) Live Load(Ibs) 1085 23 1371 -23 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.367"(L/852) Deflection(Live Load) Span:0.180"(L/1742) Center Span Camber: 0.279", Recommended Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltrM materials and code accepted design values. RedBuiltT"" Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W'm and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. 75 4ricesc B ILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.26 7/27/2021 11:38:23AM 3.00" 7 @ 35.850" 2 @ 30.900" t 52.75" tt 34.00 " \ /\ /\ /\ /\ / 14 0 0 4iik P 41) GI GO GO (it p 0 ek 14 —i— \/ V \/ \/ V 9.10" 31.976" l 5 @ 35.823" 2 @ 30.877" 9.10"1 l T T T 26'0.750" Left First Web Distance: 21.775" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.279" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W24 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR. Quantity: 5 • 5/8"DIA.PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114318 U WEB, 1"DIA.&WEB GAUGE J 1 1/8"DIA. Copyright 02020 by RedBuilt LLC 3 ROW(S)OF BRIDGING AT PIN(S): 2,4,7 Red-WT.,and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 76 491KCC,BUILT Project:Art Rutkin Elementary Type:W25 Location:Tigard,OR. Qty:9 RedOpenWeb"v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:38:43 AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED rcorr Reference Span=24'3.375" c 0.50" ►. 3.00" 3.75" 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 7.25" Clear Span=23'4.875" 0.75"Min.Gap 0.75"Min.Gap 1► All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.5% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1922 F(1.00) 969 D(0.90) 1940 F(1.00) 981 D(0.90) Live Load(Ibs) 953 0 960 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.280"(U999) Deflection(Live Load) Span:0.137"(U2045) Center Span Camber: 0.219", Matched to W1 Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T'and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. 77 `f ce2 f BUiL` DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb'""v5.0.26 7/27/2021 11:38:43 AM 3.00",,t 7 @ 35.850" t28.925" ft 4.00" i • • • • • • , 34.00 " 41;0 GO 0 GO 0 (ril giik 0 0 0 GI 0 GO 0 407 9.09" I31.977" I 5 @ 35.824" 28.904" 9.0 " 1 1 t T T T T 23'3.875" — Left First Web Distance: 21.775" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.219" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W25 6"No-Notch @ RIGHT TOP PIN# 9. Location: Tigard,OR. Quantity: 9 • 5/8"DIA.PIN ; 3/8"DIA.PIN Delivery: R2 Project Number: 114318 JWEB, 1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuih LLC 7 3 ROW(S)OF BRIDGING AT PIN(S): 2,4,7 Red-WT.,and RedOpenWebT"are trademarks of RedBuitt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 78 1"-<°e,c1BuiLT Project:Art Rutkin Elementary Type:W26 Location:Tigard, OR. Qty:6 RedOpenWebT"v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:39:02 AM PAGE.1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED CorrH -._--. _....... ......... Reference Span=29' 10.250" _ 0.50" 0.25" 0.25" 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 7.25" Clear Span=29'2.500" 0.75"Min.Gap 0.75"Min.Gap 11 LIVE LOAD SEEMS TO BE OVERLY STRINGENT. All dimensions are horizontal. STRUCTURALLY Product diagram is conceptual. ACCEPTABLE. LOADS: -SSS, CATENA Analysis for Open-web Member Supporting FLOOR-COM. Struct assification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead...(-tcp chord), 10 Dead(bottom chord), @ 24.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-Typical trs' TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 31 -5.250"to 29'9.500" Replaces TC Corridor loading (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:98.6% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed, REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2428 F(1.00) 816 D(0.90) 2448 F(1.00) 822 D(0.90) Live Load(lbs) 1204 0 1215 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.530"(L/660) Deflection(Live Load) Span:0.348"(L/1003) Center Span Camber: 0.391", Recommended Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltrm Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 161.3 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T"and RedOpenWeb°'are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTM'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 79 c Bu LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebTM v5.0.26 7/27/2021 11:39:02AM 5.75" 11 @ 31.773" t t 7,50" u.00 . mo.. •siommismommonsmin7\ /\ ix 1\ /"\ 14 1 0 0 p 0 CO 0 ID GI 0 GI 0 0\ p 0 0 0 0 II 14 —I-- / \/ \/ \/ \/ V \ It 111101110.111•10111111 . 1111011111111 •111111110111111111=MINM1111111111111111 --r mmmimmmm•rfdnimoamfdioimmmm.momr linnommismo 9.13" I27.977" 8 @ 31.746" 27.977" I 9.12" T -- Left First Web Distance: 19.659" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.391" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND ir 6"No-Notch @ LEFT TOP PIN# 1. 1Project:Art Rutkin Elementary Truss ID:W26 6"No-Notch @ RIGHT TOP PIN#12. Location: Tigard,OR. Quantity: 6 • 5/8"DIA.PIN " 3/8"DIA.PIN Delivery: R2 Project Number: 114318 ' __j WEB, 1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 4 ROW(S)OF BRIDGING AT PIN(S): 2,4,8,10 Red-Wm,and RedOpenWeb"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 80 lBtlll ET Project:Art Rutkin Elementary Type:W27 Location:Tigard, OR. Qty: 1 Delivery: R2 Project Number: 114318 RedOpenWebT"v5.0.26 7/27/2021 11:39:21 AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr H Reference Span=25'3.500" C tt3.00" 3.00"T 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 7.25" Clear Span=25'0.750" 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord), @ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:94.5% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 lbs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2059 F(1.00) 1040 D(0.90) 2080 F(1.00) 1049 D(0.90) Live Load(Ibs) 1019 0 1031 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.323"(L/927) Deflection(Live Load) Span:0.158"(L/1896) Center Span Camber: 0.251", Matched to W1 Deflection analysis is based on composite action with single layer of 1 1/8"Panels, span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuilt°"' Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W"and RedOpenWeb°"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt°"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 81 Vca BUIL` DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.26 7/27/2021 11:39:21 AM 3.00", 9©33.306" t t 4.75" 34.00 " \ /\ /\ /\ /\ / 14 . GO 0 GI 0 0 0 0 0 14 9.09" 29.978" 6©33.281" 4 29.978" 9.09" 1 T T T 24'11.750" • Left First Web Distance: 19.958" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.251" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W27 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR. Quantity: 1 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R2 Project Number: 114318 O WEB,1"DIA.&WEB GAUGE 11 1/8"DIA. Copyright©2020 by RedBuilt LLC 7 3 ROW(S)OF BRIDGING AT PIN(S): 2,4,7 Red-WT.,and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 82 C;C/B(JI LT Project:Art Rutkin Elementary Type:W28 Location:Tigard, OR. Qty: 1 RedOpenWebT"v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:39:39AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr H Reference Span=20' 1.125" C 3.00" 3.00" 34.000" Red-WTM OPEN WEB TRUSS .-. Parallel Profile 5.50" 7.25" Clear Span= 19' 10.375" 0.75"Min.Gap 0.75"Min.Gap 4 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition, 31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:83.2% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1637 F(1.00) 826 D(0.90) 1660 F(1.00) 837 D(0.90) Live Load(Ibs) 811 0 823 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.180"(L/1320) Deflection(Live Load) Span:0.088"(L/2711) Center Span Camber: 0.157", Matched to W 1 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuilt"' custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W T"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuillTM'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 83 `ice BUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"'v5.0.26 7/27/2021 11:39:39 AM 3.00" , 2 @ 35.424" 5 @ 33.306" 4.75" fiI t f f 34.04" \ /\ /\ /\ /\ / V 0 0 0 0 oil 0 GO 0 0 0 GV) \/ \/ \/ \/ \/ 9.07" 5 @ 33.281" 29.978" 9.07" i 19'9.375" Left First Web Distance: 20.889" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.157" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID: W28 6"No-Notch @ RIGHT TOP PIN# 8. Location: Tigard,OR. Quantity: 1 • 5/8"DIA.PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114318 _) WEB, 1"DIA.&WEB GAUGE J 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 2 ROW(S)OF BRIDGING AT PIN(S)• 2,4 Red-WT",and RedOpenWeb*"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 84 lBGl�t7� Project:Art Rutkin Elementary Type:W29 Location:Tigard, OR. Qty: 1 RedOpenWeb TM v5.0.26 Delivery: R2 Project Number: 114318 7/27/2021 11:39:58 AM PAGE 1 Del. Desc.: Floor Trusses West THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Corr Reference Span= 14' 10.438" c }-t 3.00" 3.00"f} 34.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 7.25" II Clear Span= 14'7.688" -� 1M 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 40 Live at 100%duration,0 Partition,31 Dead(top chord), 10 Dead(bottom chord),@ 24.000"O.C. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:82.4% (Design/Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1215 F(1.00) 613 D(0.90) 1236 F(1.00) 622 D(0.90) Live Load(Ibs) 602 0 614 0 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.085"(U2051) Deflection (Live Load) Span:0.041"(L/4217) Center Span Camber: 0.085", Matched to W1 Deflection analysis is based on composite action with single layer of 1 1/8"Panels,span-rating 48", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 162.0 plf OPERATOR INFORMATION Karl Herinckx 503-640-7160 Copyright©2020 by RedBuilt LLC Red-W°"and RedOpenWebT""are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt'"'is a trademark of RedBuilt LLC,Boise,Idaho,USA 85 ' Rice e BUiLT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"v5.0.26 7/27/2021 11:39:58 AM s. 3.00" 540 34.938" 4.75" ft fit 34.00 " \ \ • 9.05" I 4 @ 34.912" 9.95" I t t T T + 14'6.688" -r Left First Web Distance: 17.469" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.085" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND -- - Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Art Rutkin Elementary Truss ID:W29 6"No-Notch @ RIGHT TOP PIN# 6. , Location:Tigard,OR. Quantity: 1 • 5/8"DIA.PIN 0 3/8"DIA.PIN Delivery: R2 Project Number: 114318 �' WEB,1"DIA.&WEB GAUGE , 1 1/8"DIA. Copyright©2020 by RedBuilt LLC 2 ROW(S)OF BRIDGING AT PIN(S): 2,4 Red-WT.,and RedOpenWeb' are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltV"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 86 FOR OFFICE USE ONLY-SITE ADDRESS: 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 III _ I. Transmittal Letter JIG n R I) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Tom Hochstatter DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: Mason Drake OCT 6 2021 COMPANY: P&C Construction 617Y OF TIGARU PHONE: Sat 326 7473 3UILDING DIVISION By: EMAIL: mdrake@builtbypandc.com biz h j)`•e. . /�eArst3 ���_D' 1< C. RE: 15600 SW River Terrace Blvd. BUP2020-00153 (Site Address) (Permit Number) Art Rutkin Elementary School (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s)of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. x Floor/roof framing. Basement and retaining walls. Beam calculations. x Engineer's calculations. x Other(explain):Design drawings for reference REMARKS: Red-Built floor joist calculations and shop drawings.Included are structural design drawings for reference,along with complete submittal package stamped by Red-Built and reviewed/approved by EOR. FOR OFFICE USE ONLY Routed to Permit hnician: Date: )V- J y - .2. / Initials: 4 Fees D es ❑No Fee Description: Amount Due: O .S 1J r pity, Yw; zti,/ $ c-13`. $ $ $ Special N Instructions: Reprint Permit(per PE : ❑Yes NJ No ❑ Do i2_, Applicant Notified: Date: ��1) /L.i Initia s• I:\Building\Forms\TransmittalLetter-Revisions_073120.doc