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Report (4) Ol>036-' /y1650 SW 97tif s¢- Final Shop Drawings 44,r1<)e,ColBLJILT ProductsTwality Middle School Addition (2nd Floor, Section A & B) Project#111953 14650 SW 97th Ave., Tigard OR 97224 Reference Documents: 9/25/2019 Drawing Section By Date Revision Type Sheets Architectural Dull Olson Weekes-IBI Group Architects 7/23/2019 ASI-13 Conformed Full set Structural Froelich Engineers 7/8/2019 ASI-12 Conformed Full set Mechanical PAE Engineers 4/26/2019 Conformed Full set IF YOU HAVE QUESTIONS... RECEIVED 11/18/2019 Your primary contact is your ����0 PROI NOV 212019 Project Manager: � INfifi ��� CITY OF TIGARD Masood Khalil 60801 PE s' BUILDING DIVISION (503)640-7154 .� Digitally signed by Christine Richey mkhalil@redbuilt.com ORE `, Date:2019.11.18 14:27:21-08'00' • R497-I NE 9 Your secondary contact is your EXPIRES: 12/31/20 Technical Representative: Dave Schubert (503) 819-4424 Material List&Calculations pp. 1-63, Drawings pp. 1-11 dschubert@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. OffIC APPROVED FOR PRODUCTION RedBuilt LLC•(866)859-6757 1 EI UI LT.. Material List ,,ered Wood Products RB Number 111953 Operator Sergey Puzhlyakov Project Name Twality Middle School 2018 Addition Office Hillsboro Location Greshem,OR Delivery Dl:All stairs Comment Plant Stayton Status Approved For Production Report Type Check Connectors Quantity Type Model Top Face Member Slope Skew Fig.Slope Flg.Angle Fig.Offset NetH Finish Notes Notes 1 C 16 4 HUC48 8-10d 4-10d 1 C 14 4a HUC48X 8-10d 4-10d SL027 1 C 6 4b HUC48X 8-10d HDG 4-10d SLD27 1 C 48 5 HUC68 8-10d 4-10d 1 C 45 5a HUC68X 8-10d 4-10d SLD27 1 C 20 5b HUC68X 8-10d HOG 4-10d SLD27 1 C 20 7b HUC68X 8-10d 4-10d SLD30 1 C 8 8b HUC48X 8-10d 4-10d SLD30 RedLamm'LVL Products LVL Beams Quantity Type Size Length Grade P.E.T. Footage Notes Notes 1 C 16 RA1 1.75x14 12'-0.00" 2.0E 192.0 " 1 C 16 RA2 1.75x14 22'-0.00" 2.0E 352.0 1 C 10 RA3 1.75x14 10'-0.00" 2.0E 100.0 1 C 27 RA4 1.75x14 9'-0.00" 2.0E 243.0 1 C 8 RA5 1.75x14 16'-0.00" 2.0E 128.0 1 C 6 RA6 1.75x14 25'-0.00" 2.0E 150.0 1 C 3 RC10 3.5x14 10'-0.00" 2.0E 30.0 83 ' ' ' 1.75x14 Total 1165.0 , 3 ' ' ' 3.5x14 Total 30.0 Red Lam TM LVL Products LVL Wall Framing Quantity Type Size Length Grade End Cut Footage Notes Notes 1 C 28 RB1 1.75x7.25 12'-0.00" 2.0E336.0 1 C 28 RB2 1.75x7.25 22'-0.00" 2.0E 616.0 1 C 18 RB3 _ 1.75x7.25 10'-0.00" 2.0E 180.0 1 C 48 RB4 1.75x7.25 9'-0.00" 2.0E 432.0 1 C 14 RB5 1.75x7.25 16-0.00" 2.0E 224.0 1 C 10 RB6 4 1.75x7.2525'-0.00" 2.0E 250.0 146 ' ' ' 1,75x7.25 ' Total 2038.0 Hardware Quantity Type Description Notes Notes 27.0 lb 10dx3"Nails 3.0 lb 10dx3"HDG Nails TeamBuilder 3.19 Dl:111953 Twality Middle School 2018 Addition 1 of 1 111953 Material List Approved For Production 9/26/2019,7:30 AM 2 el---<CCIBUILT. Material List E'iyu.vvsvd Wood Products RB Number 111953 Operator ISergey Puzhlyakov Project Name Twality Middle School 2018 Addition Office Hillsboro Location Greshem,OR Delivery (various) Comment 2nd Floor,Section A Plant (various) Status (various) Report Type Check Red-ITMi Products Joists Quantity Type Series Depth Length Profile Bevel Cut WS Att. Knockouts Camber P.E.T. Footage Notes Notes 2 C 6 Fl Red-145 14 5'-0.00" None No 30.0 2 C 18 F3 Red-145 14 10'-6.00" None No 189.0 24 • • • Red-145 14 Total 219.0 Red-ITM'Products Web Stiffeners Quantity Type Series Depth Installation Location Standard Beveled Angle Length Width Bevel Cut Notes Notes 2 C 72 Red-145 14 Loose End Standard Not Beveled 0.0 8.250 3.500 0.000 Connectors Quantity Type Model Top Face Member Slope Skew Flg.Slope Fig.Angle Flg.Offset NetH Finish Notes Notes 2 C 6 3 ITS1.81/14 4-N10 2-N10 2 C 6 3a ITS1.81/14 4-N10 HDG 2-N10 HDG 2 C 32 22 BA1.81/14 6-N10 10-N10 2-N10 2 C 2 23 MIT414 4-10d 4-N10 2-N10 RedBuiltTM Open-Web Products Trusses Quantity Type Series Depth(s) Appl. Profile Clear Span Pr.Length Pr.Load Fastnrs.Left FastnRightrs. Footage Notes Notes 3 T 48 A10 Red-L 36 100% Parallel , 33'-1.50" 34.0 105.3 6-N10 HDG 6-N10 1632.0 , 3 T 4 A1OD Red-L 36 100% Parallel 33'-1.50" 34.0 105.3 6-N10 HDG 6-N10 136.0 3 T A1OD BOM Load transfer blocks,double truss 70 LF 3 T 96 B11 Red-L 30 100% Parallel 26'-7.50" 28.0 154.8 6-N10 6-N10 2688.0 3 T 12 B11D Red-L 30 100% Parallel 26'-7.50" 28.0 154.8 6-N10 6-N10 336.0 3 T B11 D BOM Load transfer blocks,double truss 132 LF 3 T 16 B12 Red-L 30 100% Parallel _ 26'-7.75" , 28.0 154.7 6-N10 6-N10 448.0 3 T 2 B12D Red-L 30 100% Parallel 26'-7.75" 28.0 154.7 6-N10 6-N10 56.0 3 T B12D BOM Load transfer blocks,double truss 22 LF 3 T 16 B13 Red-L 30 100% Parallel 26'-7.25" 28.0 154.7 6-N10 6-N10 448.0 3 T 2 B13D Red-L 30 100% Parallel 26'-7.25" 28.0 154.7 6-NW 6-N10 56.0 3 T B13D BOM Load transfer blocks,double truss 22 LF 3 T 20 B14 Red-L 30 100% Parallel 23'-4.38" 24.0 181.3 6-N10 6-N10 480.0 3 T 19 515 Red-L 30 100% Parallel 23'-1.88" 24.0 139.6 6-N10 HDG 6-N10 456.0 3 T 81 C10 Red-W 24 100% Parallel 28'-5.00" 29.0 160.1 6-N10 6-N10 2349.0 3 T 32 C11 Red-W 24 100% Parallel 28'-4.38" 29.0 160.1 6-N10 6-N10 928.0 235 • • • Red-L Total 6736.0 1 113 • • • Red-W Total 3277.0 TeamBuilder 3.19 111953 Twality Middle School 2018 Addition 1 of 2 111953 Material List (various) 9/25/2019,12:04 PM 3 RedBuiltT"'Open-Web Products Blocking Quantity Type Size Length Net Custom Width Series 8,Clip Spacing light To Notes Notes 3 C 68 2x4 Continuous(ft) Net 2.5 3 C 75 2x4 11.000(in) Nom RED-L-All Clips 16 Bearing Clip 3 C 57 2x4 19.000(in) Nom RED-L-All Clips 24 Bearing Clip 3 C 144 2x6 19.000(in) Nom RED-L-All Clips 24 Bearing Clip 3 C 36 2x8 19.000(in) Nom RED-L-All Clips 24 Bearing Clip - 3 C 228 2x6 9.750(in) Nom RED-W-All Clips 16 Bearing Clip RedBuiltT'"Open-Web Products Bridging Lineal Ft Type Size Grade Notes Notes 3 C 1650 2x6 RedBuiltT""Open-Web Products Strut Bracing Quantity Type Style Spacing Series Notes Notes 3 C 8 HRS12 12 . ANY 3 C 114 K5 16 Red-L 3 C 224 K5W 16 Red-W 3 C 304 K5 24 Red-L Hardware Quantity Type Description Notes Notes 4.0 lb 8dx1.5"Nails 109.0 lb 10dx1.5 Nails 0.5 lb 10dx3"Nails 4.5 lb 10dx1.5 HDG Nails 3 C 104 A35 Framing Anchor TeamBuilder 3.19 111953 Twality Middle School 2018 Addition 2 of 2 111953 Material List (various) 9/25/2019,12:04 PM 4 dBU/LT Material List E,ig,,eared Woud Pruducts RB Number 111953 Operator Sergey Puzhlyakov Project Name Twality Middle School 2018 Addition Office Hillsboro Location Greshem,OR Delivery (various) Comment 2nd Floor,Section B Plant (various) Status (various) Report Type Check Red-PM Products Joists Quantity Type Series Depth Length Profile Bevel Cut WS Att. Knockouts Camber P.E.T. Footage Notes Notes 4 C 24 El Red-165 14 14'-0.00" None No 336.0 4 C 6 Fl Red-145 14 5'-0.00" None No 30.0 4 C 12 F2 Red-145 14 9'-6.00" None No 114.0 18 ' ' ' Red-145 14 Total 144.0 24 ' " " Red-165 14 Total 336.0 Red-ITTM Products Web Stiffeners Quantity Type Series Depth Installation Location Standard Beveled Angle Length Width Bevel Cut Notes Notes 4 C 48 Red-145 14 Loose End Standard Not Beveled 0.0 8.250 3.500 0.000 4 C 96 Red-165 14 Loose End Standard Not Beveled 0.0 8.250 3.500 0.000 Connectors Quantity Type Model Top Face Member Slope Skew Fig.Slope Fig.Angle Fig.Offset NetH Finish Notes Notes 4 C 6 3 ITS1.81/14 4-N10 2-N10 4 C 6 3a ITS1.81/14 4-N10 HDG 2-N10 HDG _ 4 C 24 6 ITS2.56/14 4-10d 4-10d 4-N10 - 4 C 24 6a ITS2.56/14 4-10d HDG 4-10d HOG_ 4-N10 4 C 1 9 HB5.50/14 6-10d 16-10d 10-10d _ 4 C 1 9a HB5.50/14 6-10d HDG 16-10d HDG 10-10d 4 C 24 18 MIT1.81/14 4-10d 4-10d 2-N10 RedBuiltTM Open-Web Products Trusses Quantity Type Series Depth(s) Appl. Profile Clear Span Pr.Length Pr.Load Faatnre.Loft Fastnrs. Footage Notes Notes Right 5 T 48 B11 Red-L 30 100% Parallel 26-7.50" 28.0 154.8 6-N10 6-N10 1344.0 5 T 6 B11D Red-L 30 100% Parallel 26-7.50" 28.0 154.8 6-N10 6-N10 168.0 5 T B11D BOM Load transfer blocks,double truss 66 LF 5 T 32 B12 Red-L 30 100% Parallel 26'-7.75" 28.0 154.7 6-N10 6-N10 896.0 5 T 4 B12D Red-L 30 100% Parallel 26-7.75" 28.0 154.7 6-N10 6-N10 112.0 5 T B12D BOM Load transfer blocks,double truss 44 LF 5 T 16 B16 Red-L 30 100% Parallel 26-6.00" 27.0 154.9 6-N10 6-N10 432.0 5 T 2 B160 Red-L 30 100% Parallel 26'-6.00" 27.0 154.9 6-N10 6-N10 54.0 5 T B160 BOM Load transfer blocks,double truss 22 LF 5 T 16 B17 Red-L 30 100% Parallel 26-6.88" 28.0 154.9 6-N10 6-N10 448.0 5 T 2 B17D Red-L 30 100% Parallel 26-6.88" 28.0 154.9 6-N10 6-N10 56.0 5 T B17D BOM Load transfer blocks,double truss 22 LF 5 T 15 B18 Red-L 30 100% Parallel 27'-11.50" 29.0 154.0 6-N10 6-N10 435.0 5 T 2 B18D Red-L 30 100% Parallel 27'-11.50" 29,0 154.0 6-N10 6-N10 58.0 5 T B18D BOM Load transfer blocks,double truss 24 LF 5 T 73 C10 Red-W 24 100% Parallel 28'-5.00" 29,0 160.5 6-N10 6-N10 2117.0 5 T 22 C12 Red-W 24 100% Parallel 27'-8.38" 29.0 144.7 6-N10 HDG 6-N10 638.0 TeamBuilder 3.19 111953 Twality Middle School 2018 Addition 1 of 2 111953 Material List (various) 10/2/2019,7:43 AM 5 5 T 11 C13 Red-W 24 100% Parallel 28'-1.38" 29.0 160.5 6-N10 6-N10 319.0 5 T 8 C14 Red-W 24 100% Parallel 28'-2.25" 29.0 160.5 6-N10 6-N10 232.0 5 T 17 D1 Red-L 24 100% Parallel 23'-5.38" 24.0 165.1 6-N10 6-NW 408.0 5 T 2 D1D Red-L 24 100% Parallel 23'-5.38" 24.0 165.1 6-N10 6-N10 48.0 5 T D1 D BOM Load transfer blocks,double truss 17 LF 5 T 19 D2 Red-L 24 100% Parallel 23'-1.88" 24.0 139.6 6-N10 HDG 6-N10 456.0 5 T 8 G1 Red-H 24 100% Parallel 29'-8.50" 31.0 186.4 2-5/8'x2 2-5/8"x2 248.0 50 5 T 2 G1D Red-H 24 100% Parallel 29'-8.50" 31.0 186.4 2-5/8'x2 2-5/8"x2 62.0 50 5 T G1D BOM Load transfer blocks,double truss 16 LF 10 ' ' ' Red-H Total 310.0 181 ' ' • Red-L Total 4915.0 114 ' ' • Red-W Total 3306.0 4 Note 50 Use hot dip galvanized lag screws,on left side RedBuiltTm Open-Web Products Blocking Quantity Type Size Length Net Custom Width Series&Clip Spacing Tight To Notes Notes 5 C 18 3x8 8.000(in) Net 5.75 RED-H-Z-Clip 16 Bearing Clip 5 C 22 2x4 9.750(in) Nom RED-W-All Clips 16 Bearing Clip 5 C 206 2x6 9.750(in) Nom RED-W-All Clips 16 Bearing Clip 5 C 19 2x4 11.000(in) Nom RED-L-All Clips 16 Bearing Clip 5 C 55 2x4 19.000(in) Nom RED-L-All Clips 24 Bearing Clip 5 C 125 2x6 19.000(in) Nom RED-L-All Clips 24 Bearing Clip 5 C 36 2x8 19.000(in) Nom RED-L-All Clips 24 Bearing Clip RedBuiltT""Open-Web Products Bridging Lineal Ft Type Size Grade Notes Notes 5 C 23 2x4 5 C 1431 2x6 RedBuiltT""Open-Web Products Strut Bracing Quantity Type Style Spacing Series Notes Notes 5 C 14 W6 16 Red-M/H 5 C 26 K5 16 Red-L 5 C 224 K5W 16 Red-W 5 C 296 K5 24 Red-L RedLamTM LVL Products LVL Beams Quantity Type Size Length Grade P.E.T. Footage Notes Notes 4 C 1 RB16 5.25x14 16-6.00" 2.0E 16.5 1 ' ' ' 5.25x14 Total 16.5 RedLamT""LVL Products LVL Rim Board Lineal Ft Type Size Grade LSL Substitution Footage Notes Notes 4 C 54 1.75x16 N/A 54.0 Hardware Quantity Type Description Notes Notes 3.5 lb 8dx1.5"Nails 90.0 lb 10dx1.5"Nails 6.0 lb 10dx3"Nails 40 5/8"x 2"Lag Screw 3.0 lb 10dx1.5"HDG Nails 3.5 lb 10dx3"HDG Nails 5 C 92 A35 Framing Anchor TeamBuilder 3.19 111953 Twality Middle School 2018 Addition 2 of 2 111953 Material List (various) 10/2/2019,7:43 AM - 6 UI j,T Project:Twality Middle School Add'n Type:A10 w Location:Tigard,OR Qty:48 RedOpenWeb"v5.0.25 Delivery:R3 Project Number: 111953 9/25/2019 11:46:36 AM PAGE 1 Del. Desc.:2nd Floor,Section A THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=33'1.500" 2.88"T-} II 36.000" Red-LTM OPEN WEB TRUSS Parallel Profile 3.50" 5.50" Clear Span=33'1.500" }4 2.00" 2.00"}} 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,23 Dead(top chord),7 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-2P/L top chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 12.1 -2.625"to 33'4.125" Adds to TC 2P/L LOAD GROUP#2 @ 16.000"O.C.-2P/L bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 12.2 2.000"to 32'11.500" Adds to BC 2P/L (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: 100.4% (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(lbs) 1767 F(1.00) 669 D(0.90) 1767 F(1.00) 669 D(0.90) Live Load(lbs) 895 0 895 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.587"(U675) Deflection(Live Load) Span:0.296"(U1338) Center Span Camber: 0.334", 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 RedBuilt rm 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, LAC RR 22614,and 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= 105.3 plf Copyright©2017 by RedBuilt LLC Red-L""and RedOpenWeb"are trademarks of RedBuilt LLC,Boise,Idaho,USA. 7 RedBuilt"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 4.-1-Ked sir � ` '� DO NOT SCALE THIS TRUSS PROFILE • RedOpenWeb""v5.0.25 9/25/2019 11:46:36 AM 3.13"t 12 @ 33.042" 3.13" It 36.00 " l • •, \ \ /� \ \ C ..) . . o ,G. . . . ,G. . „,;. G. . 0 . . . 0 . . , . • , , • \ • , 15.13" I 11 @ 33.022" 115.13" T 33'0.500" t t Left First Web Distance: 16.521" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.334" Bottom Chord Slope: 0 Red-LTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID:A10 6"No-Notch @ RIGHT TOP PIN#13. Location:Tigard,OR Quantity:48 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R3 Project Number:111953 0 WEB,1"DIA.&WEB GAUGE1 1 1 1/8"DIA. Copyright®2017 by RedBuilt LLC 4 ROW(S)OF BRIDGING AT PIN(S): 2,5,8,11 Red-LT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuIItT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 8 j1 .€JIBLJIL7' Project:Twality Middle School Addn Type:AlOD Location:Tigard,OR Qty:4 RedOpenWeb' v5.0.25 Delivery: R3 Project Number: 111953 9/25/2019 11:46:55 AM PAGE 1 Del. Desc.:2nd Floor,Section A THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=33' 1.500" 1.1 0.88" 2.88"•-+ II 36.000"Red-LTM OPEN WEB TRUSS Parallel Profile 3.50" 5.50" Clear Span=33'1.500" U2.00" 2.00"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,23 Dead(top chord),7 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-2P/L top chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 12.1 -2.625"to 33'4.125" Adds to TC 2P/L LOAD GROUP#2 @ 16.000"O.C.-2P/L bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 12.2 2.000"to 32'11.500" Adds to BC 2P/L (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: 100.4% (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(lbs) 1767 F(1.00) 669 D(0.90) 1767 F(1.00) 669 D(0.90) Live Load(lbs) 895 0 895 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.587"(L/675) Deflection(Live Load) Span:0.296"(L/1338) Center Span Camber: 0.334", Matched to A10 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, LAC RR 22614,and 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=105.3 plf Copyright©2017 by RedBuilt LLC Red-LT'"and RedOpenWeb"are trademarks of RedBuilt LLC,Boise,Idaho,USA. 9 RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. '` er1 lir DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb""v5.0.25 1 9/25/2019 11:46:55 AM 3.13"t 12 @ 33.042" 3.13" tt • 36.00 1 1. \ /\ \ A \ \ \ o o o 4D 4D 0 0 4D 0 14D 4;D 0 0 14D CI CO C) V ! ! / 15.13" 11 @ 33.022" I 15.13" t t 33'0.500" Left First Web Distance: 16.521" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.334" Bottom Chord Slope: 0 Red-LTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID:A10D 6"No-Notch @ RIGHT TOP PIN#13. Location:Tigard,OR Quantity:4 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery:R3 Project Number:111953 0 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2017 by RedBuilt LLC Red-LT",and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 10 I LT Project:Twality Middle School Add'n Type: B11 Location:Tigard,OR Qty:96 RedOpenWeb"v5.0.25 Delivery: R3 Project Number: 111953 9/25/2019 11:47:12 AM PAGE 1 Del. Desc.:2nd Floor,Section A THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=26'7.500" 111. { }1 2.88" 2.88"r+ 30.000"Red-LTM OPEN WEB TRUSS Parallel Profile 5.50" 5.50" Clear Span=26'7.500" 4 2.00" 2.00" 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-2P/L top chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15 -2.625"to 26'10.125" Adds to TC 2P/L LOAD GROUP#2 @ 24.000"O.C.-2P/L bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.1 2.000"to 26'5.500" Adds to BC 2P/L (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: 100.3% (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(lbs) 2094 F(1.00) 809 D(0.90) 2094 F(1.00) 809 D(0.90) Live Load(lbs) 1083 0 1083 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.500"(L/637) Deflection(Live Load) Span:0.257"(L/1237) Center Span Camber: 0.290", 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. 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"' custom products listed above with chords analyzed using RedBuiltn" analysis. -Pricing Load= 154.8 plf Copyright©2017 by RedBuilt LLC Red-L"'and RedOpenWeb"'are trademarks of RedBuilt LLC,Boise,Idaho,USA. 11 RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. • deNedBUILTDO NOT SCALE THIS TRUSS PROFILE RedOpenWeb" v5.0.25 9/25/2019 11:47:12 AM 3.13"tt 9 @ 35.389" 3.13" tt 30.00 " 14 AlrerAlre \CO ATKA\ 41\ID 41\GO A 14 16.29" 8 @ 35.366" I 116.29" T T 26'6.500" Left First Web Distance: 17.694" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.290" Bottom Chord Slope: 0 Red-LTM" SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B11 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR Quantity:96 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R3 Project Number: 111953 O WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright®2077 by RetlBUIk LLC V 3 ROWS OF BRIDGING AT PIN(S): 2,5,8 Red-LT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 12 • L Project:Twality Middle School Add'n Type:B11 D Location:Tigard,OR Qty: 12 RedOpenWeb"v5.0.25 Delivery: R3 Project Number: 111953 9/25/2019 11:47:37 AM PAGE 1 Del. Desc.:2nd Floor,Section A - THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -.01111 Reference Span=26'7.500" 17 2.88" 2.88"•-S 30.000"Red-LTM OPEN WEB TRUSS • Parallel Profile 5.50" 5IN_.50" ,u Clear Span=26'7.500" v l� •-• 2.00" 2.00"}} 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-2P/L top chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15 -2.625"to 26'10.125" Adds to TC 2P/L LOAD GROUP#2 @ 24.000"O.C.-2P/L bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.1 2.000"to 26'5.500" Adds to BC 2P/L (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: 100.3% (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(lbs) 2094 F(1.00) 809 D(0.90) 2094 F(1.00) 809 D(0.90) Live Load(lbs) 1083 0 1083 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.500"(L/637) Deflection(Live Load) Span:0.257"(U1237) Center Span Camber: 0.290", Matched to B11 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. 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, LAC RR 22614,and 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= 154.8 plf Copyright©2017 by RedBuilt LLC Red-LTM'and RedOpenWeb""are trademarks of RedBuilt LLC,Boise,Idaho,USA. 13 RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. ' y r ' I e„.ArlE3U.IL'7- DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb" v5.0.25 9/25/2019 11:47:37 AM 3.13";t 9 @ 35.389" 113.13 30. " 14 ,,,/` /` /` /` /` /` 14 / `/ `/ `/ `/ `/ 16.29" I 8 @ 35.366" I 16.29" T T 26'6.500" t T Left First Web Distance: 17.694" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.290" Bottom Chord Slope: 0 Red-LTM SERIES LEGEND F9 6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B11 D N 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR Quantity: 12 • 5/8"DIA.PIN 0 3/8"DIA.PIN Delivery: R3 Project Number: 111953 n WEB,1"DIA.&WEB GAUGE I I 1 1/8"DIA. Copyright 0 2017 by RedBuilt LLC Red-LT",and RedOpenWebT"are trademarks of RedBuilt LLC,Bole,Idaho. RedBuilt"1 is a trademark of RedBuilt LLC,Boise,Idaho,USA 14 N , Project:Twality Middle School Add'n Type:B12 Location:Tigard,OR Qty: 16 RedOpenWeb""v5.0.25 Delivery: R3 Project Number: 111953 9/25/2019 11:47:53 AM PAGE 1 Del. Desc.:2nd Floor,Section A THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=26'7.750" 11.1 ♦ 2.88" 0.25" 30.000"Red-LTM OPEN WEB TRUSS Parallel Profile 5.50" 5.50" Clear Span=26'7.750" 2.00" 2.00"}} 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-2P/L top chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15 -2.625"to 27'1.000" Adds to TC 2P/L LOAD GROUP#2 @ 24.000"O.C.-2P/L bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.1 2.000"to 26'5.750" Adds to BC 2P/L (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: 100.6% (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(lbs) 2096 F(1.00) 809 D(0.90) 2127 F(1.00) 819 D(0.90) Live Load(lbs) 1084 0 1101 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.501"(U636) Deflection(Live Load) Span:0.258"(U1235) Center Span Camber: 0.291", 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 RedBuiltm 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, LAC RR 22614,and 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= 154.7 plf Copyright©2017 by RedBuilt LLC Red-LTM and RedOpenWeb1"are trademarks of RedBuilt LLC,Boise,Idaho,USA. 15 RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. II a Ke., /' LT DO NOT SCALE THIS TRUSS PROFILE . RedOpenWeb""v5.0.25 9/25/2019 11:47:53 AM 3.13"ft 9 @ 35.417" 5.75" 30.00vr, -ir / / / / /GI 0 0 GI GI €1 GI 0 GO 0 GI 441TI `/ `/ `/ `/ `/ ` -, 16.30" 8 @ 35.394" I t16.30" 26'6.750" Left First Web Distance: 17.708" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR 1 Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.291" Bottom Chord Slope: 0 Red-LTM SERIES LEGEND ►1 6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B12 m 6"No-Notch @ RIGHT TOP PIN#10. 1 Location:Tigard,OR Quantity: 16 • 5/8"DIA.PIN ° 3/8"DIA.PIN i Delivery: R3 Project Number: 111953 0 WEB,1"DIA.&WEB GAUGE f 1 1/8"DIA. Copyright®2017 by RedBuilt LLC 3 ROWS OF BRIDGING AT PIN(S): 2,5,8 Red-LTa,and RedOpenWebT"are trademarks of RedBuih LLC,Boise,Idaho. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 16 • 4r1-<°' BUILr Project:Twality Middle School Add'n Type:B12D Location:Tigard,OR Qty:2 RedOpenWeb"' v5.0.25 Delivery: R3 Project Number: 111953 9/25/2019 11:48:10AM PAGE 1 Del. Desc.:2nd Floor,Section A THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=26'7.750" 11.1 •-+ 2.88" 0.25" 30.000"RedLTM OPEN WEB TRUSS Parallel Profile 5.50" 5.50" Clear Span=26'7.750" s' 2.00" 2.00"N 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-2P/L top chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15 -2.625"to 27'1.000" Adds to TC 2P/L LOAD GROUP#2 @ 24.000"O.C.-2P/L bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.1 2.000"to 26'5.750" Adds to BC 2P/L (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: 100.6% (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(lbs) 2096 F(1.00) 809 D(0.90) 2127 F(1.00) 819 D(0.90) Live Load(lbs) 1084 0 1101 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.501"(U636) Deflection(Live Load) Span:0.258"(L/1235) Center Span Camber: 0.291", Matched to B12 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 RedBuiltT"' 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltm custom products listed above with chords analyzed using RedBuiltni analysis. -Pricing Load=154.7 plf Copyright©2017 by RedBuilt LLC Red-L""and RedOpenWeb"are trademarks of RedBuilt LLC,Boise,Idaho,USA. 17 RedBuilt'"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 49°*:1-<°eClB 4/ILT DO NOT SCALE THIS TRUSS PROFILE • ' • RedOpenWeb'r"v5.0.25 9/25/2019 11:48:10 AM 3.13"t t 9 @ 35.417" 5.75" II 30.00 " / VAIllaklir\ ` / /` / 611 / Mr)\ 41T1 16.30" 8 @ 35.394" T16.30" 26'6.750" lk Left First Web Distance: 17.708" Top Chord Material: 2 X 4 2700FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.291" Bottom Chord Slope: 0 Red-LTM SERIES LEGEND 0 6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B12D 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR Quantity:2 • 5/8"DIA.PIN ° 3/8"DIA.PIN 1 Delivery: R3 Project Number: 111953 0 WEB,1"DIA.&WEB GAUGE 1 I 1 1/8"DIA. Copyright®2017 by RedBuilt LLC Red-LT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltm is a trademark of RedBuilt LLC,Boise,Idaho,USA. 1 18 Ct"� Project:Twality Middle School Add'n Type: B13 Location:Tigard,OR Qty: 16 RedOpenWeb° v5.0.25 Delivery: R3 Project Number: 111953 9/25/2019 11:48:25 AM PAGE 1 Del.Desc.:2nd Floor,Section A THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=26'7.250" t-T 2.88" 0.25"f 30.000"Red-LTM OPEN WEB TRUSS Parallel Profile 1 5.50" 5.50" " Clear Span=26'7.250" }} 2.00" 2.00"•• 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-2P/L top chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT _ Uniform(plf) F(1.00) 0 15 -2.625"to 27'0.500" Adds to TC 2P/L LOAD GROUP#2 @ 24.000"O.C.-2P/L bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT - Uniform(plf) F(1.00) 0 15.1 2.000"to 26'5.250" Adds to BC 2P/L (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): 1,2. 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(lbs) 2093 F(1.00) 808 D(0.90) 2124 F(1.00) 818 D(0.90) Live Load(lbs) 1082 0 1099 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.499"(U638) Deflection(Live Load) Span:0.257"(U1239) Center Span Camber: 0.289",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 RedBuilt m 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, LAC RR 22614,and 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= 154.7 plf Copyright©2017 by RedBuilt LLC Red-Li"and RedOpenWeb"are trademarks of RedBuilt LLC,Boise,Idaho,USA. 19 RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. • WBUIL ` DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.25 9/25/2019 11:48:25 AM 3.13"tt 9 @ 35.361" 5.75" f f 30.00 " N . . 14 A AtiA A ii• 0 A 0 0 .41,0 0 ., „ „ w „ • • \, \ • jriu 16.27" 8 @ 35.338" I T 16.27" 26'6.250" Left First Web Distance: 17.681" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.289" Bottom Chord Slope: 0 Red-LTMI SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B13 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR Quantity: 16 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R3 Project Number: 111953 O WEB,1"DIA.&WEB GAUGE 1 1 1/8"DIA. Copyright®2077 by RedBuilt LLC 3 ROW(S)OF BRIDGING AT PIN(S): 2,5,8 Red-LT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBui@T"is a trademark of RedBuih LLC,Boise,Idaho,USA. 20 4N r i Project:Twality Middle School Add'n Type:B13D Location:Tigard,OR Qty:2 RedOpenWebTM v5.0.25 Delivery: R3 Project Number: 111953 9/25/2019 11:48:42 AM PAGE 1 Del. Desc.:2nd Floor,Section A THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=26'7.250" }f 2.88" 0.25"} 30.000" Red-LTM OPEN WEB TRUSS Parallel Profile 5.50" 5.50" Clear Span=26'7.250" N 2.00" 2.00"1L-110 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-2P/L top chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15 -2.625"to 27'0.500" Adds to TC 2P/L LOAD GROUP#2 @ 24.000"O.C.-2P/L bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.1 2.000"to 26'5.250" Adds to BC 2P/L (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): 1,2. 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(lbs) 2093 F(1.00) 808 D(0.90) 2124 F(1.00) 818 D(0.90) Live Load(lbs) 1082 0 1099 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.499"(U638) Deflection(Live Load) Span:0.257"(U1239) Center Span Camber: 0.289", Matched to B13 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. RedBuilt9^ 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTm custom products listed above with chords analyzed using RedBuirm analysis. -Pricing Load= 154.7 plf Copyright©2017 by RedBuilt LLC Red-LTM'and RedOpenWeb""are trademarks of RedBuilt LLC,Boise,Idaho,USA. 21 RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. • 4 I Ar. B+b/IL DO NOT SCALE THIS TRUSS PROFILE , RedOpenWeb"v5.0.25 9/25/2019 11:48:42 AM 3.13"t t 9 @ 35.361" 5.75" It t 30.0 V •\\\\ e \ ji 1 14 0000000000 €100000 14 / `/ `/ `/ `/ ` 1 16.27- 8 @ 35.338" 1 16.27" TT T 26'6.250" Left First Web Distance: 17.681" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.289" Bottom Chord Slope: 0 Red-LTM SERIES LEGEND In 6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B13D m 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR Quantity:2 1 • 5/8"DIA.PIN 0 3/8"DIA.PIN Delivery: R3 Project Number: 111953 O WEB,1"DIA.&WEB GAUGE I 1 1 1/8"DIA. Copyright 02017 by RedBuik LLC Red-LT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuik"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 22 Ve'Kez/B I./I LT Project:Twality Middle School Add'n Type: B14 Location:Tigard,OR Qty:20 RedOpenWeb"v5.0.25 Delivery: R3 Project Number: 111953 9/25/2019 11:49:01 AM PAGE 1 Del. Desc.:2nd Floor,Section A - THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED f Reference Span=23'4.375" •-• 4.50" 2.88"!--• 30.000"Red-LTM OPEN WEB TRUSS Parallel Profile GAM 5.50" 8.75" Clear Span=23'4.375" 4 2.00" 2.00"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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 12.000"O.C.-storage+WH TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT _ Uniform(psf) F(1.00) 125 23 1'2.250"to 7'2.250" Replaces TC storage load Uniform(plf) F(1.00) 0 17.1 -4.250"to 23'7.000" Adds to TC 2P/L Uniform(psf) F(1.00) 0 291 7'2.250"to 9'7.750" Adds to TC water heater Uniform(psf) F(1.00) 0 291 10'11.000"to 13'1.250" Adds to TC water heater LOAD GROUP#2 @ 12.000"O.C.-storage+WH+2p/I bottom TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 23 1'2.250"to 7'2.250" Replaces TC storage load Uniform(plf) F(1.00) 0 17.1 -4.250"to 23'7.000" Adds to TC 2P/L Uniform(psf) F(1.00) 0 291 7'2.250"to 9'7.750" Adds to TC water heater Uniform(psf) F(1.00) 0 291 10'11.000"to 13'1.250" Adds to TC water heater Uniform(plf) 91.00) 0 17.2 2.000"to 23'2.375" Adds to BC 2P/L LOAD GROUP#3 @ 16.000"O.C.-storage TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 23 1'2.250"to 13'2.750" Replaces TC storage load Uniform(plf) F(1.00) 0 17.1 -4.250"to 23'7.000" Adds to TC 2P/L LOAD GROUP#4 @ 16.000"O.C.-storage+2p/I bottom TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 23 1'2.250"to 13'2.750" Replaces TC storage load Uniform(plf) F(1.00) 0 17.2 2.000"to 23'2.375" Adds to BC 2P/L (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Wood Beam 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:99.8% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s):3,4. 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) 2430 F(1.00) 676 D(0.90) 1909 F(1.00) 672 D(0.90) Live Load(lbs) 901 0 567 0 Copyright©2017 by RedBuilt LLC Red-L'"'and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. 23 RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. 47-KadBLIILT Project:Twality Middle School Add'n Type: B14 RedOpenWebTM v5.0.25 9/25/2019 11:49:01 AM PAGE 2 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.430"(L/649) Deflection(Live Load) Span:0.232"(U1204) Center Span Camber: 0.169",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 RedBuiltT"' 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuilt."" analysis. -Pricing Load= 181.3 plf OPERATOR INFORMATION Sergey Puzhlyakov (503)615-4385 Copyright©2017 by RedBuilt LLC Red-LTM and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. 24 RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. , ' BUIL ` ' • DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.25 9/25/2019 11:49:01 AM 4.75" 6 @ 34.563" 2 @ 36.000" 3.13" 1 tt " j, 30. I \ 14 El 0 0 Q GI GI 0 GI GO Q GP GI Q Q 14 V I1171 • 1,35.982" .88" 32.504" 5 34.545" I 117.28" T y 23'3.375" Left First Web Distance: 19.324" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Camber: 0.169" Bottom Chord Slope: 0 Red-LTM' SERIES LEGEND 0 6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B14 6"No-Notch @ RIGHT TOP PIN# 9. Location:Tigard,OR Quantity:20 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R3 Project Number: 111953 0 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright®2017 by RedeuiH LLC 2 ROWS OF BRIDGING AT PIN(S): 2,7 Red.LT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. ( ) RedBuiltm is a trademark of RedBuilt LLC,Boise,Idaho,USA. 25 • .4Y-KedBUILT Project:Twality Middle School Add'n Type:B15 Location:Tigard,OR Qty: 19 RedOpenWeb'"v5.0.25 Delivery: R3 Project Number: 111953 9/25/2019 11:49:21 AM PAGE 1 Del. Desc.:2nd Floor,Section A THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=23'1.875" 111.1 0.50" 4.50"71 30.000"Red-LTM OPEN WEB TRUSS Parallel Profile 3.50" 8.75" Clear Span=23'1.875" }} 2.00" 2.00"N 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-storage TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 23 -3.000"to 4'5.000" Replaces TC storage load Uniform(plf) F(1.00) 0 17.2 -3.000"to 23'6.125" Adds to TC 2P/L LOAD GROUP#2 @ 16.000"O.C.-storage+2P/L bot.chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 23 -3.000"to 4'5.000" Replaces TC storage load Uniform(plf) F(1.00) 0 17.3 2.000"to 22'11.875" Adds to BC 2P/L (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) 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:94.2% (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(lbs) 1787 F(1.00) 668 D(0.90) 1666 F(1.00) 671 D(0.90) Live Load(lbs) 1113 0 955 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.295"(L/938) Deflection(Live Load) Span:0.168"(L/1645) Center Span Camber: 0.190",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. 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"' custom products listed above with chords analyzed using RedBuiltT""analysis. -Pricing Load= 139.6 plf Copyright©2017 by RedBuilt LLC Red-L''and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho,USA. 26 RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. IKedBUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"'v5.0.25 9/25/2019 11:49:21 AM 3.50" t 8 @ 34.609" t 4.75" t1 e 30.00 " \ \ 0000000000000000 i I 15.87" 7 @ 34.590" 11 •I 15.87" 11 41 23'0.875" • Left First Web Distance: 17.305" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.190" Bottom Chord Slope: 0 Red-LTM SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B15 6"No-Notch @ RIGHT TOP PIN# 9. Location:Tigard,OR Quantity: 19 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery:R3 Project Number: 111953 CD WEB,1"DIA.&WEB GAUGE 1 11 1/8"DIA. Copyright®2017 by RedBuilt LLC 2 ROW(S)OF BRIDGING AT PIN(S): 2,7 Red-LT",and RedOpenWeb''are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltm is a trademark of RedBuilt LLC,Boise,Idaho,USA. 27 • e- ILT Project:Twality Middle School Add'n Type: B16 Location:Tigard,OR Qty: 16 RedOpenWebTM v5.0.25 Delivery: R5 Project Number: 111953 10/1/2019 12:23:20 PM PAGE 1 Del. Desc.:2nd Floor,Section B THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=26'6.000" 111.1 •-+ 2.88" 2.88"T} 30.000" Red-LTA° OPEN WEB TRUSS Parallel Profile 5.50" 5.50" Clear Span=26'6.000" ++ 2.00" 2.00"N 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-top chord 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.1 -2.625"to 26'8.625" Adds to TC 2P/L LOAD GROUP#2 @ 24.000"O.C.-bottom chord 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.2 2.000"to 26'4.000" Adds to BC 2P/L (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): 1,2. 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(lbs) 2086 F(1.00) 805 D(0.90) 2086 F(1.00) 805 D(0.90) Live Load(lbs) 1077 0 1077 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.493"(U643) Deflection(Live Load) Span:0.254"(L/1250) Center Span Camber: 0.286", 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. RedBuiltim 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,LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltn" custom products listed above with chords analyzed using RedBuiltT" analysis. -Pricing Load= 154.9 plf Copyright©2017 by RedBuilt LLC Red-LTM'and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. 28 RedBuilt"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 4.°--/Ker.IBUILT. DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"'v5.0.25 10/1/2019 12:23:20 PM 3.13" 9 @ 35.222" 3.13" ft 30.00 " 14 A p 0 0 0 40 GO 0 GI 0 0 14 16.20" 8 @ 35.199" I 16.20" T T 26'5.000" 11 Left First Web Distance: 17.611" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.286" Bottom Chord Slope: 0 Red-LTM' SERIES LEGEND 0 6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B16 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR Quantity: 16 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R5 Project Number: 111953 0 WEB,1"DIA.&WEB GAUGE [ I 1 1/8"DIA. Copyright 0 2017 by RedBuilt LLC 7 3 ROW(S)OF BRIDGING AT PIN(S): 2,5,8 Red-LT',and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. 29 • a Project:Twality Middle School Add'n Type: B16D Location:Tigard,OR Qty:2 RedOpenWeb "v5.0.25 Delivery: R5 Project Number: 111953 10/1/2019 12:24:10 PM PAGE 1 Del. Desc.:2nd Floor,Section B THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=26'6.000" 11.1 ►a 2.88" 2.88"►+ 30.000" Red-LTM OPEN WEB TRUSS t—It Parallel Profile • 5.50" 5 50. Clear Span=26'6.000" 4 2.00" 2.00"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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-top chord 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.1 -2.625"to 26'8.625" Adds to TC 2P/L LOAD GROUP#2 @ 24.000"O.C.-bottom chord 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.2 2.000"to 26'4.000" Adds to BC 2P/L (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): 1,2. 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(lbs) 2086 F(1.00) 805 D(0.90) 2086 F(1.00) 805 D(0.90) Live Load(lbs) 1077 0 1077 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.493"(L/643) Deflection(Live Load) Span:0.254"(L/1250) Center Span Camber: 0.286",Matched to B16 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. 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,LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"" custom products listed above with chords analyzed using RedBuiltT" analysis. -Pricing Load= 154.9 plf Copyright©2017 by RedBuilt LLC Red-LTM'and RedOpenWebT°are trademarks of RedBuilt LLC,Boise,Idaho,USA. 30 RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 41----<. • I �� ' F DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb'"v5.0.25 10/1/2019 12:24:10 PM 3.13" 9 @ 35.222" ff 113.13_ 30.00 ■•�� ;�.���_��•■ 14 GO GI 4D 0 0 0 GI 0 A 14 16.20" 8 @ 35.199" I 16.20" T T 26'5.000" Left First Web Distance: 17.611" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.286" Bottom Chord Slope: 0 Red-LTM SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B16D 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR Quantity:2 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R5 Project Number: 111953 C) WEB,1"DIA.&WEB GAUGE 1 I 1 1/8"DIA. Copyright®2017 by RedBuik LLC Red-LT",and RedOpenWebT"are trademarks of RedBuik LLC,Bolas,Idaho. RedBuik'"is a trademark of RedBuik LLC,Boise,Idaho,USA. 31 41WBUILT Project:Twality Middle School Add'n Type: B17 Location:Tigard,OR Qty: 16 RedOpenWeb"v5.0.25 Delivery: R5 Project Number: 111953 10/1/2019 12:24:37 PM PAGE 1 Del. Desc.:2nd Floor,Section B THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=26'6.875" 1-+ 2.88" 2.88"6-+ 30.000"Red-LTM OPEN WEB TRUSS Parallel Profile 5.50" 5.50" Clear Span=26'6.875" 2.00" 2.00"•• 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-top chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.1 -2.625"to 26'9.500" Adds to TC 2P/L LOAD GROUP#2 @ 24.000"O.C.-bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.2 2.000"to 26'4.875" Adds to BC 2P/L (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:99.8% (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(lbs) 2092 F(1.00) 807 D(0.90) 2092 F(1.00) 807 D(0.90) Live Load(lbs) 1080 0 1080 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.497"(U640) Deflection(Live Load) Span:0.256"(L/1243) Center Span Camber: 0.288", 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 RedBuiltT"" materials and code accepted design values. RedBuiltTT" 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTTM custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load= 154.9 plf Copyright©2017 by RedBuilt LLC Red-L"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. 32 RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. �' ,BLI« " DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb""v5.0.25 10/1/2019 12:24:37 PM 3.13" 9@35.319" ��3.13" tt 30.00 " N \ \ \ jiti 14 0 0 GI Q GI 0 0 0 0 0 0 p 0 0 0 14 16.25" 8 @ 35.296" I 16.25" 26'5.875" • Left First Web Distance: 17.660" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.288" Bottom Chord Slope: 0 Red-LTM SERIES LEGEND G6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B17 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR Quantity: 16 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R5 Project Number:111953 0 WEB,1"DIA.&WEB GAUGE I 1 1/8"DIA. Copyright®2017 by RedBuilt LLC 7 3 ROW(S)OF BRIDGING AT PIN(S): 2,5,8 Red-LT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 33 • T Project:Twality Middle School Add'n Type: B17D Location:Tigard,OR Qty:2 RedOpenWebTM v5.0.25 Delivery: R5 Project Number: 111953 10/1/2019 12:25:29 PM PAGE 1 Del. Desc.:2nd Floor,Section B - THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED rReference Span=26'6.875" }-1• 2.88" 2.88"71 30.000"Red-LTM OPEN WEB TRUSS Parallel Profile 5.50" `„' ` ' `, ,' 5.50" v ' Clear Span=26'6.875" -- ii N 2.00" 2.00"}{ 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-top chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.1 -2.625"to 26'9.500" Adds to TC 2P/L LOAD GROUP#2 @ 24.000"O.C.-bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 15.2 2.000"to 26'4.875" Adds to BC 2P/L (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:99.8% (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(lbs) 2092 F(1.00) 807 D(0.90) 2092 F(1.00) 807 D(0.90) Live Load(lbs) 1080 0 1080 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.497"(L/640) Deflection(Live Load) Span:0.256"(U1243) Center Span Camber: 0.288", Matched to B17 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. 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltT'" analysis. -Pricing Load= 154.9 plf Copyright©2017 by RedBuilt LLC Red-LTM'and RedOpenWeb"^are trademarks of RedBuilt LLC,Boise,Idaho,USA. 34 RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. 14°.--,PKeriBUILTDO NOT SCALE THIS TRUSS PROFILE • RedOpenWeb"v5.0.25 10/1/2019 12:25:29 PM 3.13"}+ 9@35.319" 3.13" II tt e . , , 30.00 " 14 O4;1 0 0 GI O GO GI 0 0 GI 0 0 14 `/ `/ `/ `/ 16.25" II 8 @ 35.296" 16.25" T T 26'5.875" jr Left First Web Distance: 17.660" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.288" Bottom Chord Slope: 0 Red-LTm SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B17D 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR Quantity:2 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R5 Project Number:111953 WEB,1"DIA.&WEB GAUGE I 1 1/8"DIA. Copyright®2017 by RedBuilt LLC Red-12",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 35 47Ked BUIL" Project:Twality Middle School Add'n Type: B18 Location:Tigard,OR Qty: 15 RedOpenWeb"v5.0.25 Delivery: R5 Project Number: 111953 10/1/2019 12:35:22 PM PAGE 1 Del. Desc.:2nd Floor,Section B THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=27'11.500" } 0.25" 2.88"•+ II 30.000"Red-LTM OPEN WEB TRUSS Parallel Profile } 5.50" 5.50" Clear Span=27'11.500" 4 2.00" 2.00"N 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-top chord 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 14.3 -5.250"to 28'2.125" Adds to TC 2P/L LOAD GROUP#2 @ 24.000"O.C.-bottom chord 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 14.4 2.000"to 27'9.500" Adds to BC 2P/L (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:97.8% (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(lbs) 2218 F(1.00) 859 D(0.90) 2188 F(1.00) 849 D(0.90) Live Load(lbs) 1153 0 1136 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.575"(U582) Deflection(Live Load) Span:0.297"(L/1126) Center Span Camber: 0.335", 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 RedBuiltT"" materials and code accepted design values. RedBuiltim 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"" custom products listed above with chords analyzed using RedBuiltT"" analysis. -Pricing Load= 154.0 plf Copyright©2017 by RedBuilt LLC Red-LTM and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. 36 RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 1W BUI " ' • DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.25 10/1/2019 12:35:22 PM 5.75" 10(42 33.450" tt 3.13" 30.00 " \ • Aliii" e ` _if: V 14 14 Alr 0 CO . 0 0\7 44/1\)1;1 0 0 0 15.33"l 1 9 @ 33.427" 15•33" ;—T T 27'10.500" Left First Web Distance: 16.725" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.335" Bottom Chord Slope: 0 Red-LTMt SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B18 6"No-Notch @ RIGHT TOP PIN#11. Location:Tigard,OR Quantity: 15 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R5 Project Number: 111953 0 WEB,1"DIA.&WEB GAUGE I I 1 1/8"DIA. Copyright®2017byRedBui@LLC 3 ROW(S)OF BRIDGING AT PIN(S): 2,6,9 Red-LT",and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuihm"is a trademark of RedBuih LLC,Boise,Idaho,USA. 37 47- KeaIC+CIIL Project:Twality Middle School Add'n Type:B18D Location:Tigard,OR Qty:2 RedOpenWeb° v5.0.25 Delivery: R5 Project Number: 111953 10/1/2019 12:36:12 PM PAGE 1 Del. Desc.:2nd Floor, Section B THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=27 11.500" t 0.25" 2.88"f-} 30.000"Red-LTM OPEN WEB TRUSS Parallel Profile f�I► 5.50" 5.50" Clear Span=27 11.500" •• 2.00" 2.00"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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-top chord 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 14.3 -5.250"to 28'2.125" Adds to TC 2P/L LOAD GROUP#2 @ 24.000"O.C.-bottom chord 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 14.4 2.000"to 27'9.500" Adds to BC 2P/L (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:97.8% (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(lbs) 2218 F(1.00) 859 D(0.90) 2188 F(1.00) 849 D(0.90) Live Load(lbs) 1153 0 1136 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.575"(U582) Deflection(Live Load) Span:0.297"(U1126) Center Span Camber: 0.335", Matched to B18 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 RedBuiltT" 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, LAC RR 22614,and 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= 154.0 plf Copyright©2017 by RedBuilt LLC Red-LTM and RedOpenWeb""are trademarks of RedBuilt LLC,Boise,Idaho,USA. 38 RedBuiIP is a trademark of RedBuilt LLC,Boise,Idaho,USA. WBUI LT ' DO NOT SCALE THIS TRUSS PROFILE • RedOpenWeb'n'v5.0.25 10/1/2019 12:36:12 PM 5.75" 10 @ 33.450" 3.13" t t tt 30.00 14 A iir., Thy). `/ `/ `/ `/ 15.33" 9©33.427" 15.33" _ T T 27'10.500" Left First Web Distance: 16.725" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.335" Bottom Chord Slope: 0 Red-LTM' SERIES LEGEND G6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: B18D 6"No-Notch @ RIGHT TOP PIN#11. Location:Tigard,OR Quantity:2 • 5/8"DIA.PIN 0 3/8"DIA.PIN Delivery: R5 Project Number: 111953 n WEB,1"DIA.&WEB GAUGE r 1 1/8"DIA. Copyright C 2017 by RedBuilt LLC Red-LT",and RedOpenWebT°are trademarks of RedBuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuik LLC,Boise,Idaho,USA. 39 If LT Project:Twality Middle School Add'n Type:C10 1K6011'811 Location:Tigard,OR Qty:81 RedOpenWebTM v5.1125Delivery: R3 Project Number: 111953 9/25/2019 11:49:37 AM PAGE 1 Del. Desc.:2nd Floor,Section A - THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED GRID H Reference Span=29'4.000" HGRID 0.25" 0.25•' 24.000" Red-WTM OPEN WEB TRUSS ,, Parallel Profile 5.50" 5.50" \I Clear Span=28'5.000" •• z.00•• 2.00"}} 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,23 Dead(top chord),7 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-corridor TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 23 0.250"to 29'3.750" Replaces TC corridor Uniform(plf) F(1.00) 0 13.7 0.250"to 29'3.750" Adds to TC 2P/L LOAD GROUP#2 @ 16.000"O.C.-corridor+2p/I bottom - TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 23 0.250"to 29'3.750" Replaces TC corridor Uniform(plf) F(1.00) 0 13.8 7.500"to 28'8.500" Adds to BC 2P/L (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:99.5% (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(lbs) 2345 F(1.00) 582 D(0.90) 2345 F(1.00) 582 D(0.90) Live Load(lbs) 1562 0 1562 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.780"(L/436) Deflection(Live Load) Span:0.518"(L/657) Center Span Camber: 0.292", 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, LAC RR 22614,and 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= 160.1 plf Copyright©2017 by RedBuilt LLC Red-W""and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. 40 RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. • 449N6ClB LI I LT • DO NOT SCALE THIS TRUSS PROFILE • r RedOpenWebT""v5.0.25 9/25/2019 11:49:37 AM 5.75"t 1 10(42/34.000" 15.75" 24.00 " 14 14 wAt 0\c, AITTAITA, ,i\c, git-ir,, 14 14 , 15.57" 9©33.985" 415.57" 1 -- 28'4.000" Left First Web Distance: 17.000" 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 Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: C10 6"No-Notch @ RIGHT TOP PIN#11. Location:Tigard,OR Quantity:81 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R3 Project Number: 111953 O WEB,1"DIA.&WEB GAUGE I I 1 1/8"DIA. Copyright®2017 by RedBuilt LLC 7 3 ROW(S)OF BRIDGING AT PIN(S): 2,6,9 Red-WT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. 41 • • IKeriBUILT Project:Twality Middle School Add'n Type:C11 Location:Tigard,OR Qty:32 RedOpenWeb"v5.0.25 Delivery: R3 Project Number: 111953 9/25/2019 11:50:05 AM PAGE 1 Del.Desc.:2nd Floor,Section A - THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 GRIDJ — Reference Span=29'4.000" H GRID _ 0.63" t 0.25" 0.25" 24.000"Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" `‘ ,' " . , ` ' 6.75" Clear Span=28'4.375" 4 2.00" 2.00"}i 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,23 Dead(top chord),7 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-corridor TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT _ Uniform(psf) F(1.00) 80 23 0.250"to 29'4.375" Replaces TC corridor 80psf Uniform(plf) F(1.00) 0 13.7 0.250"to 29'4.375" Adds to TC 2P/L LOAD GROUP#2 @ 16.000"O.C.-corridor+2P/L bot.chord - TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 23 0.250"to 29'4.375" Replaces TC corridor 80psf Uniform(plf) F(1.00) 0 13.8 7.500"to 28'7.875" Adds to BC 2P/L (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:99.3% (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(lbs) 2340 F(1.00) 581 D(0.90) 2356 F(1.00) 584 D(0.90) Live Load(lbs) 1560 0 1570 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.719"(U472) Deflection(Live Load) Span:0.477"(U711) Center Span Camber: 0.291", Matched to C10 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. 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with - chords analyzed using RedBuiltT"' analysis. -Pricing Load=160.1 plf Copyright©2017 by RedBuilt LLC Red-W'"'and RedOpenWeb" are trademarks of RedBuilt LLC,Boise,Idaho,USA. 42 RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. • 4WBUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb''v5.0.25 9/25/2019 11:50:05 AM 5.75" 9 @ 34.000" 133.375" 7.00" 1 1 24.00 " 14 14 0 , 00000000W00 �0 0 �, 0 14 14 15.57" 9 @ 33.985" 1 14. " li TT 28'3.375" Left First Web Distance: 17.000" Top Chord Material: 1.50X 4.75"2100FB MSR 1 Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.291" Bottom Chord Slope: 0 Red-WTMI SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID:C11 6"No-Notch @ RIGHT TOP PIN#11. Location:Tigard,OR Quantity:32 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery:R3 Project Number:111953 0 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright 02017 by RedBuik LLC 3 ROW(S)OF BRIDGING AT PIN(S): 2,6,9 Rad.W"',and RedOpenWeb'"are trademarks of RedBuih LLC,Boise,Idaho. RadBulk'•Is a trademark of RedBuik LLC,Boise,Idaho,USA. 43 . 47-KariBli I . Project:Twality Middle School Add'n Type:C12 Location:Tigard,OR Qty:22 RedOpenWeb "v5.0.25 Delivery: R5 Project Number: 111953 10/8/2019 8:57:29 AM PAGE 1 Del.Desc.:2nd Floor,Section B - THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED GRIDReference Span=29'4.000" GRID Lc� 1 - T • 9.75" 3.00"T-T i • 0.25" 0.25"} 24.000"Red-WTM OPEN WEB TRUSS 4', Parallel Profile , , ,' :X. 3.50" 6.75" Clear Span=27'8.375" , i I 4 2.00" 2.00"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,23 Dead(top chord),7 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-corridor TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT - Uniform(psf) F(1.00) 80 23 10.000"to 11'1.750" Replaces TC corridor Uniform(psf) F(1.00) 80 23 19'7.250"to 29'4.125" Replaces TC corridor 80psf Uniform(plf) F(1.00) 0 14.1 10.000"to 29'4.125" Adds to TC 2P/L - LOAD GROUP#2 @ 16.000"O.C.-corridor+2p/I bottom TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 23 10.000"to 11'1.750" Replaces TC corridor Uniform(psf) F(1.00) 80 23 19'7.250"to 29'4.125" Replaces TC corridor 80psf Uniform(plf) F(1.00) 0 14.2 1'3.250"to 28'7.625" Adds to BC 2P/L LOAD GROUP#3 @ 10.667"O.C.-under water heater TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 23 10.000"to 11'1.750" Replaces TC corridor Uniform(psf) F(1.00) 80 23 19'7.250"to 29'4.125" Replaces TC corridor 80psf Uniform(psf) F(1.00) 0 291 11'7.250"to 13'9.000" Adds to TC water heater Uniform(plf) F(1.00) 0 14.1 10.000"to 29'4.125" Adds to TC 2P/L LOAD GROUP#4 @ 10.667"O.C.-under water heater+2p/1 bottom TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 23 10.000"to 11' 1.750" Replaces TC corridor Uniform(psf) F(1.00) 80 23 19'7.250"to 29'4.125" Replaces TC corridor 80psf Uniform(psf) F(1.00) 0 291 11'7.250"to 13'9.000" Adds to TC water heater Uniform(plf) F(1.00) 0 14.2 1'3.250"to 28'7.625" Adds to BC 2P/L LOAD GROUP#5 @ 13.333"O.C.-@water heater edge+2p/I TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 23 10.000"to 11'1.750" Replaces TC corridor Uniform(psf) F(1.00) 80 23 19'7.250"to 29'4.125" Replaces TC corridor 80psf Uniform(psf) F(1.00) 0 291 12'6.000"to 13'6.000" Adds to TC water heater Uniform(plf) F(1.00) 0 14.1 10.000"to 29'4.125" Adds to TC 2P/L LOAD GROUP#6 @ 13.333"O.C.-@water heater edge+2p/I bottom TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 23 10.000"to 11'1.750" Replaces TC corridor Uniform(psf) F(1.00) 80 23 19'7.250"to 29'4.125" Replaces TC corridor 80psf Uniform(psf) F(1.00) 0 291 12'6.000"to 13'6.000" Adds to TC water heater Uniform(plf) F(1.00) 0 14.2 1'3.250"to 28'7.625" Adds to BC 2P/L (1)Location is specified from left reference point unless noted otherwise. Copyright©2017 by RedBuilt LLC Red-W'''and RedOpenWebn'are trademarks of RedBuilt LLC,Boise,Idaho,USA. 44 RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 41eNeedBUiLT Project:Twality Middle School Add'n Type:C12 RedOpenWeb""v5.0.25 10/8/2019 8:57:29 AM PAGE 2 SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) 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:99.9% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2,3,4,5,6. 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) 2049 F(1.00) 562 D(0.90) 2076 F(1.00) 571 D(0.90) Live Load(lbs) 1288 0 1302 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.611"(U542) Deflection(Live Load) Span:0.362"(U914) Center Span Camber: 0.277", Matched to C13 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 RedBuilt""" materials and code accepted design values. RedBuiltm 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,LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM" custom products listed above with chords analyzed using RedBuilt""" analysis. -Pricing Load=144.7 plf OPERATOR INFORMATION Sergey Puzhlyakov (503)615-4385 Copyright©2017 by RedBuilt LLC Red-W T"and RedOpenWeb""are trademarks of RedBuilt LLC,Boise,Idaho,USA. 45 RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. 4.11K,. U 1 L.-r . . DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb'n'v5.0.25 10/8/2019 8:57:29 AM 3.75" t26.250" t 8 @ 34.000" 33.125" 7.00" it i I I _________. ._.................____. •im 24.0l\40 d\ g TA �\CO il 1 I riAt 1 4 `/ `/ ` il / `/ mum mommomim] imommommoilt•imoolimmume- mmmommommommmommet ii. 15.57" 126.238" l 8 @ 33.985" I 14.69" T T T T T 27'7.375" Left First Web Distance: 17.000" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.277" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID:C12 6"No-Notch @RIGHT TOP PIN#11. Location:n:Tigard,OR Quantity:22 • 5/8"DIA.PIN 0 3/8"DIA.PIN Delivery: R5 Project Number:111953 0 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright®2077 by RedBuilt LLC 3 ROW(S)OF BRIDGING AT PIN(S): 2,6,9 Red.WT",and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuin'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 46 • ' IK6016 1.1 I I.T Project:Twality Middle School Add'n Type:C13 Location:Tigard,OR Qty: 11 RedOpenWebTM v5.0.25 Delivery:R5 Project Number: 111953 10/1/2019 12:58:55 PM PAGE 1 Del. Desc.:2nd Floor,Section B - THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED GRID I►- Reference Span=29'4.000" ►GRID - } 2.75" 3.00"t}C ITL 0.25" 0.25" I 24.000"Red-WTM OPEN WEB TRUSS ', Parallel Profile 5.50" f' 6.75" Clear Span=28'1.375" , }4 2.00" 2.00"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,23 Dead(top chord),7 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-corridor TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 23 3.000"to 29'4.125" Replaces TC corridor Uniform(plf) F(1.00) 0 14.1 3.000"to 29'4.125" Adds to TC 2P/L LOAD GROUP#2 @ 16.000"O.C.-corridor wl 2P/L bottom chord - TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 23 3.000"to 29'4.125" Replaces TC corridor Uniform(plf) F(1.00) 0 14.2 10.250"to 28'7.625" Adds to BC 2P/L (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:99.3% (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(lbs) 2326 F(1.00) 576 D(0.90) 2342 F(1.00) 579 D(0.90) Live Load(lbs) 1546 0 1557 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.702"(L/479) Deflection(Live Load) Span:0.465"(U724) Center Span Camber: 0.285", Matched to C14 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"" custom products listed above with - chords analyzed using RedBuiltT"" analysis. -Pricing Load=160.5 plf Copyright©2017 by RedBuilt LLC Red-W""and RedOpenWeb""are trademarks of RedBuilt LLC,Boise,Idaho,USA. 47 RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 7<4PariBUILT • DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb'"'v5.0.25 10/1/2019 12:58:55 PM 5.75"i 31.250" 1 8 @ 34.000" +33.125" t t 7.00" .-- . . . 24.00 " II 12.82" I I 9 @ 33.985" I 14.69" 28'0.375" ik T Left First Web Distance: 14.250" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.285" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID:C13 6"No-Notch @ RIGHT TOP PIN#11. Location:Tigard,OR Quantity: 11 • 5/8"DIA.PIN 0 3/8"DIA.PIN Delivery: R5 Project Number: 111953 ) WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright®2017 by RedBuilt LLC 3 ROW(S)OF BRIDGING AT PIN(S): 2,6,9 Rbd•WT",and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RWBuiIt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 48 47KairiBUI LT Project:Twality Middle School Add'n Type:C14 Location:Tigard,OR Qty:8 RedOpenWebTM v5.0.25 Delivery: R5 Project Number: 111953 10/1/2019 12:54:40 PM PAGE 1 Del.Desc.:2nd Floor,Section B THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED GRID Reference Span=29'4.000" ►{GRID - •-• 2.75" • 0.25" 0.25"• 24.000" Red-WTM OPEN WEB TRUSS Parallel Profile , 5.50" 5.50" Clear Span=28'2.250" _-- 1041 2.00" 2.00"}} 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,23 Dead(top chord),7 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-corridor TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 23 3.000"to 29'3.750" Replaces TC corridor Uniform(plf) F(1.00) 0 14.1 3.000"to 29'3.750" Adds to TC 2P/L LOAD GROUP#2 @ 16.000"O.C.-corridor w/2P/L bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 80 23 3.000"to 29'3.750" Replaces TC corridor Uniform(plf) F(1.00) 0 14.2 10.250"to 28'8.500" Adds to BC 2P/L (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): 1,2. 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(lbs) 2332 F(1.00) 577 D(0.90) 2332 F(1.00) 577 D(0.90) Live Load(lbs) 1550 0 1550 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.706"(L/478) Deflection(Live Load) Span:0.467"(L/722) Center Span Camber: 0.287", Matched to C10 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 RedBuiltT"' materials and code accepted design values. RedBuiltm 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"" custom products listed above with chords analyzed using RedBuiltT'" analysis. -Pricing Load= 160.5 plf Copyright©2017 by RedBuilt LLC Red-W""and RedOpenWeb'"'are trademarks of RedBuilt LLC,Boise,Idaho,USA. 49 RedBuilt'TM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 491-KeirlB LI I HI. DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.25 10/1/2019 12:54:40 PM 5.75"t 31.250" t 9 @ 34.000" 5.75" tf t 24.00 " 14 14 Wat 0 GI /0 0` jak.;51M /GI �` 41Aglri 14 14 miumg t_ 1•1eti1leMIIIIIIIMIICIONMEIIIIIIIIMIIRM=RIMMIIIIIIIItti 12.82" 9 @ 33.985" 115.57" t t 281.250" Left First Web Distance: 14.250" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.287" Bottom Chord Slope: 0 Red-WTM SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: C14 6"No-Notch @ RIGHT TOP PIN#11. Location:Tigard,OR Quantity:8 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R5 Project Number: 111953 CD WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright®2077 by RedBuilt LLC 7 3 ROW(S)OF BRIDGING AT PIN(S): 2,6,9 Red-WT",and RedOpenWebra are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 50 . 417-KedBUI LT Project:Twality Middle School Add'n Type:D1 Location:Tigard,OR Qty: 17 RedOpenWeb"v5.0.25 Delivery: R5 Project Number: 111953 10/1/2019 2:54:05 PM PAGE 1 Del. Desc.:2nd Floor,Section B - THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I--06 c Reference Span=24'5.250" O - 2.00" s--s 4.50" 2.88"•-s 24.000" Red-LTM' OPEN WEB TRUSS o---- Parallel Profile 44 � -� 8.75" 5.50" I v -_ ,, - Clear Span=23'5.375" 41 2.00" 2.00"ee 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-storage TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT - Uniform(psf) F(1.00) 125 23 1'1.750"to 12'9.500" Replaces TC storage load Uniform(plf) F(1.00) 0 17 0.125"to 24'0.375" Adds to TC 2P/L LOAD GROUP#2 @ 16.000"O.C.-storage+2P/L bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 23 1'1.750"to 12'9.500" Replaces TC storage load Uniform(plf) F(1.00) 0 17.1 6.375"to 23'7.750" Adds to BC 2P/L (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): 1,2. 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(lbs) 2278 F(1.00) 677 D(0.90) 1686 F(1.00) 673 D(0.90) Live Load(lbs) 1593 0 1008 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.532"(U527) Deflection(Live Load) Span:0.355"(U789) Center Span Camber: 0.267", 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. 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"" custom products listed above with - chords analyzed using RedBuilt analysis. -Pricing Load=165.1 plf Copyright©2017 by RedBuilt LLC Red-LTM and RedOpenWeb'""are trademarks of RedBuilt LLC,Boise,Idaho,USA. 51 RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. • 1.-4," I ./ BVD IL j DO NOT SCALE THIS TRUSS PROFILE , RedOpenWeb""v5.0.25 10/1/2019 2:54:05 PM 4.75"ll 127.682" 8 @ 31.587" 3.13" Tft 24.00 " e \ / / / r II CA 0 0741) 0 ID 41) 0 CO GI 14.37"jr 27.665" 7 @ 31.567" I 14.37" t T 23'4.375" Left First Web Distance: 15.793" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.267" Bottom Chord Slope: 0 Red-LTMI SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: D1 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR Quantity: 17 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R5 Project Number:111953 O WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright 5 2017 by RedBuik LLC 2 ROW(S)OF BRIDGING AT PIN(S): 3,7 Red.L'",and RedOpenWeb"'are trademarks of RedBuilt LLC,Boise,Idaho. RedBuik"'is a trademark of RedBuik LLC,Boise,Idaho,USA. 52 4NeiriBUILT Project:Twality Middle School Add'n Type: D1 D Location:Tigard,OR Qty:2 RedOpenWeb"v5.0.25 Delivery: R5 Project Number: 111953 10/1/2019 2:56:02 PM PAGE 1 Del. Desc.:2nd Floor,Section B THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=24'5.250" 0 2.00" .--• 4.50" 2.88" 24.000"Red-LTM OPEN WEB TRUSS Parallel Profile 8.75" 5.50" Clear Span=23'5.375" a 2.00" 2.00"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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-storage TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 23 1'1.750"to 12'9.500" Replaces TC storage load Uniform(plf) F(1.00) 0 17 0.125"to 24'0.375" Adds to TC 2P/L LOAD GROUP#2 @ 16.000"O.C.-storage+2P/L bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 23 1'1.750"to 12'9.500" Replaces TC storage load Uniform(plf) F(1.00) 0 17.1 6.375"to 23'7.750" Adds to BC 2P/L (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): 1,2. 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(lbs) 2278 F(1.00) 677 D(0.90) 1686 F(1.00) 673 D(0.90) Live Load(lbs) 1593 0 1008 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.532"(L/527) Deflection(Live Load) Span:0.355"(L/789) Center Span Camber: 0.267", Matched to D1 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 RedBuiltT"' 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltn'custom products listed above with - chords analyzed using RedBuilt analysis. -Pricing Load=165.1 plf Copyright©2017 by RedBuilt LLC Red-LT'and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. 53 RedBuilt"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. .6IBUILT ' ' DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"v5.0.25 10/1/2019 2:56:02 PM 4.75" 27.682" 8 @ 31.587" 3.13" t t t tt ..� �.�e�e�.� tee■ 24.00 " \ /\ /\ /\ /\ /\ 14 lijkt 0 0 GO GI (1) iii/ 0 0 GO 4;1 0 GI 0 4VD 14.37" 27.665" 7 @ 31.567" 114.37" T T 23'4.375" Left First Web Distance: 15.793" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.267" Bottom Chord Slope: 0 Red-LTM' SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID: D1 D 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR Quantity:2 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R5 Project Number:111953 0 WEB,1"DIA.&WEB GAUGE I 1 1/8"DIA. Copyright 02017 by RedBuih LLC Red-L",and RadOpenWeb"are trademarks of RedBuih LLC,Boise,Idaho. RedBuIB"la a trademark of RedBuih LLC,Boise,Idaho,USA. 54 • 41".<1'601BLIIL T Project:Twality Middle School Add'n Type: D2 Location:Tigard,OR Qty: 19 RedOpenWeb""v5.0.25 Delivery: R5 Project Number: 111953 10/1/2019 3:14:39 PM PAGE 1 Del. Desc.:2nd Floor,Section B THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED OReference Span=23'9.750" -" ~ 0.50" 4.50".-+ 24.000"Red-LTM OPEN WEB TRUSS Parallel Profile 3.50" 8.75" Clear Span=23'1.875" }. 2.00" 2.00"}• 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,23 Dead(top chord),7 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-storage TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 23 0.500"to 4'8.500" Replaces TC storage load Uniform(plf) F(1.00) 0 17 0.500"to 23'9.625" Adds to TC 2P/L LOAD GROUP#2 @ 16.000"O.C.-storage+2P/L bottom chord TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 23 0.500"to 4'8.500" Replaces TC storage load Uniform(plf) F(1.00) 0 17.1 5.500"to 23'3.375" Adds to BC 2P/L (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) 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:97.9% (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(lbs) 1785 F(1.00) 666 D(0.90) 1666 F(1.00) 669 D(0.90) Live Load(lbs) 1113 0 955 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.405"(L/684) Deflection(Live Load) Span:0.231"(U1200) Center Span Camber: 0.260", 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 RedBuilt""' 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuilt""' custom products listed above with - chords analyzed using RedBuilt""'analysis. -Pricing Load=139.6 plf Copyright©2017 by RedBuilt LLC Red-LTM'and RedOpenWeb""are trademarks of RedBuilt LLC,Boise,Idaho,USA. 55 RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. o 4....i arliPt -:...1 I L T -K , DO NOT SCALE THIS TRUSS PROFILE , RedOpenWeb" v5.0.25 10/1/2019 3:14:39 PM 3.50" " 8 @ 34.609" 4.75 f f .._._.111111EN1110111111111401011=1111101101111100.10111111INIIMII MIIMM111001MMI •M 24.00ZrAilirri Wir\ " �� �� 15.88" I 7 Q 34.588" jr1I 15.88" 23'0.875" Left First Web Distance: 17.305" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.260" Bottom Chord Slope: 0 Red-LTM SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID:D2 6"No-Notch @ RIGHT TOP PIN# 9. Location:Tigard,OR Quantity: 19 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery: R5 Project Number:111953 0 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2017 by RedBuilt LLC Y 2 ROW(S)OF BRIDGING AT PIN(S): 2,7 Red-LT",and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuihTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 56 Ir<4,CISPECProject: 111953 Twality Middl Type: El Location: Tigard, OR Folder: Floor Section B Date: 5/2/19 6:44 AM RedSpecTM by RedBuiltTM Designer: Sergey Puzhlyakov v7.1.9 Comment: 14" 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) 66% 1670 2540 Floor(100%) 1.OD+1.OL All Spans PASS Positive Moment(ft-lb) 72% 5810 8030 Floor(100%) 1.OD+1.0L All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 95% 0.264 0.278 L/631 L/600 1.OD+1.0L All Spans PASS Span Total 68% 0.317 0.464 L/526 L/360 1.0D+1.0L All Spans PASS FloorChoicer'Rating: 9.7 Performance rating is based on:48 oc(1 1/8")sheathing,glued and nailed,simple span,rigid supports. RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 1392(100) 1392(100) Dead Reaction(Ib) 278 278 Total Reaction(Ib)(DOL%) 1670(100) 1670(100) Bearing Flush Flush Support Ledger Wall Req'd Bearing,No Stiffeners(in) 2.76 2.76 Req'd Bearing,Stiffeners(in) 1.75 1.75 HANGERS Model Top Face Member Header Size Left ITS2.56/14* 4-10d 4-10d 4-10dx1.5" Sawn DF 4x12 Right ITS2.56/14* 4-10d 4-1Od 4-10dx1.5" Sawn DF 2x6 DBL(Nailer) (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. 0 13'-11.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 150 30 0 16" Glued Floor Joist NOTES •Building code and design methodology: 2012 IBC ASD(US). •Deflection analysis is based on composite action with 48 oc(1 1/8")sheathing,glued and nailed. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\_Leads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red 5/2/2019 6:44:33 AM 111953 Twality Middl : Floor Section B: El Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. _ RedBuiltT",RedSpecT",Red-IT",Red-I45T",Red-I45LT",Red-I58T",Red-I65T",Red-I65TT",Red-I90T",Red-I90HT",Red-I90HST",Red-LT", Red-LTT",Red- WT",Red-ST",Red-MT",Red-HT",RedLamT", FloorChoiceT"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights 57 reserved. T9spEcProject: 111953 Twality Middl Type: F2 Location: Tigard, OR Folder: Floor Section B Date: 5/2/19 6:47 AM RedSpecTM by RedBuiltTM Designer: Sergey Puzhlyakov v7.1.9 Comment: 14" Red-I45"1 @ 24" 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% 1350 1960 Floor(100%) 1.OD+1.0L All Spans PASS Positive Moment(ft-lb) 53% 2939 5570 Floor(100%) 1.OD+1.OL All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 48% 0.084 0.174 L/999+ L/600 1.OD+1.0L All Spans PASS Span Total 36% 0.104 0.290 L/999+ L/360 1.OD+1.0L All Spans PASS FloorCholceT"Rating: 9.9 Performance rating is based on:48 oc(1 1/8")sheathing,glued and nailed,simple span, rigid supports. RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 1089(100) 1089(100) Dead Reaction(lb) 261 261 Total Reaction(Ib)(DOL%) 1350(100) 1350(100) Bearing Flush Flush Support Wall Wall Req'd Bearing,No Stiffeners(in) 2.82 2.82 Req'd Bearing,Stiffeners(in) 2.06 2.06 HANGERS Model Top Face Member Header Size Left MIT1.81/14* 4-10d 4-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) Right MIT1.81/14* 4-10d 4-10d 2-10dx1.5" Sawn DF 2x6 DBL(Nailer) (*=Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. 8'-8.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 125 30 0 24" Glued Floor Joist NOTES • Building code and design methodology: 2012 IBC ASD(US). • Deflection analysis is based on composite action with 48 oc(1 1/8")sheathing,glued and nailed. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\_Leads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red 5/2/2019 6:47:44 AM 111953 Twality Middl : Floor Section B: F2 Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. _ RedBuiltT",RedSpecT",Red-IT",Red-I45T",Red-I45LT",Red-I58T",Red-I65T",Red-I65TT", Red-I90T",Red-190HT",Red-I9OHST",Red-LT",Red-LTT",Red- WT",Red-ST",Red-MT",Red-HT", RedLamT",FloorChoice""are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights 58 reserved. 1-<'ef1SPECProject: 111953 Twality Middl Location: Tigard, OR Type: F3 Folder: Floor Section A Date: 5/6/19 2:10 PM RedSpecTM by RedBuiltTM Designer: Sergey Puzhlyakov v7.1.9 Comment: 14" Red-I45TM @ 24" o.c. with Glued Sheathing This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS °7a Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 79% 1556 1960 Floor(100%) 1.OD+1.OL All Spans PASS Positive Moment(ft-Ib) 70% 3907 5570 Floor(100%) 1.OD+1.0L All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 66% 0.133 0.201 L/908 L/600 1.0D+1.0L All Spans PASS Span Total 49% 0.164 0.335 L/733 L/360 1.OD+1.0L All Spans PASS FloorChoice"Rating: 9.8 Performance rating is based on:48 oc(1 1/8")sheathing,glued and nailed,simple span,flexible support. RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 1255(100) 1255(100) Dead Reaction(Ib) 301 301 Total Reaction(Ib)(DOL%) 1556(100) 1556(100) Bearing Flush Flush Support Beam Beam Req'd Bearing,No Stiffeners(in) 3.48 3.48 Req'd Bearing,Stiffeners(in) 2.59 2.59 HANGERS Model Top Face Member Header Size Left BA1.81/14* 6-10d 10-10d 2-10dx1.5" Glulam DF/SP 5.5x18 Right BA1.81/14* 6-10d 10-10d 2-10dx1.5" Glulam DF/SP 5.5x18 (*=Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. A A 10'-0.5" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 125 30 0 24" Glued Floor Joist NOTES • Building code and design methodology: 2012 IBC ASD(US). • Deflection analysis is based on composite action with 48 oc(1 1/8")sheathing,glued and nailed. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\ Leads and Prospects\Schubert,Dave\111953 Twality Middle School 2018 Addition\Design\111953 Calcs.red 5/6/2019 2:10:17 PM 111953 Twality Middl : Floor Section A: F3 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-I45LT",Red-I58",Red-I65T",Red-I65TT",Red-I90T",Red-I90HT",Red-I9OHST",Red-LT",Red-LT",Red- WT",Red-ST",Red-M",Red-H",RedLam",FloorChoice""are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2018 RedBuilt LLC.All rights 59 reserved. 47-<PariBUILT Project:Twality Middle School Add'n Type:G1 Location:Tigard,OR Qty:8 RedOpenWeb""v5.0.25 Delivery:R5 Project Number: 111953 10/1/2019 3:16:36 PM PAGE 1 Del. Desc.:2nd Floor,Section B THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=30'0.000" 0.25" I 24.000"Red-HTML OPEN WEB TRUSS Parallel Profile ME 3.50" \\ 5.50" Clear Span=29'8.500" 4 2.00" 2.00"}{ 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,23 Dead(top chord),7 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-top chord 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 100 23 0 to 30'5.250" Replaces TC 2P/L Uniform(plf) F(1.00) 0 13.3 0 to 30'5.250" Adds to TC 2P/L LOAD GROUP#2 @ 16.000"O.C.-bottom chord 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 100 23 0 to 30'5.250" Replaces TC 2P/L Uniform(plf) F(1.00) 0 13.4 5.500"to 29'10.000" Adds to BC 2P/L (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: Z-Clip with base plates Bearing Clip: Z-Clip with base plates Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:97.6% (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(lbs) 2824 F(1.00) 603 D(0.90) 2850 F(1.00) 608 D(0.90) Live Load(lbs) 2020 0 2039 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.616"(L/578) Deflection(Live Load) Span:0.439"(U811) Center Span Camber: 0.198", 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 RedBuiltT"" 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, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"' custom products listed above with chords analyzed using RedBuiltT"" analysis. -Pricing Load= 186.4 plf Copyright©2017 by RedBuilt LLC Red-HT.and RedOpenWebT.are trademarks of RedBuilt LLC,Boise,Idaho,USA. 60 RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. 4rIN'eriBLIILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb'"v5.0.25 10/1/2019 3:16:36 PM 3.69", 10 @ 35.612" I 15.44" • 24.00 "-:- • 0 0 0 0 0 0 0 14 16 16 16 0 0 )k 0 0 S 41) 4.111) 16 `g- 16a f� • • 0 0 0 0 0 0 • • 16.03" 9 35.604" 16.03" T t 29'8.124" -• Left First Web Distance: 17.806" Top Chord Material: 2-2 X 6 2100FB MSR Bottom Chord Material: 2-2 X 6 2100FB MSR Camber: 0.198" Bottom Chord Slope: 0 Red-HTM SERIES LEGEND 0 Z-Clip with base plates @ LEFT TOP PIN# 1. Project:Twality Middle School Add'n Truss ID:G1 Z-Clip with base plates @ RIGHT TOP PIN#11. Location:Tigard,OR Quantity:8 • 1 1/4"DIA.PIN ° 3/4"DIA.PIN Delivery: R5 Project Number: 111953 OWEB,1 1/2"DIA.&WEB GAUGE 2"DIA. Copyright 02017 by RedBuilt LLC 2 ROW(S)OF BRIDGING AT PIN(S): 4 Lt,7 Rt Red-HTM,and RedOpenWeb" are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 61 47- K6BUILT Project:Twality Middle School Add'n Type:G1 D Location:Tigard,OR Qty:2 RedOpenWeb""v5.0.25 Delivery: R5 Project Number: 111953 10/1/2019 3:20:04 PM PAGE 1 Del. Desc.:2nd Floor,Section B THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=30'0.000" 0.25" 24.000"Red-H TM OPEN WEB TRUSS Parallel Profile 3.50" ‘ \\ ' 5.50" Clear Span=29'8.500" N ' 4 2.00" 2.00"N 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,23 Dead(top chord),7 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-top chord 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 100 23 0 to 30'5.250" Replaces TC 2P/L Uniform(plf) F(1.00) 0 13.3 0 to 30'5.250" Adds to TC 2P/L LOAD GROUP#2 @ 16.000"O.C.-bottom chord 2P/L TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 100 23 0 to 30'5.250" Replaces TC 2P/L Uniform(plf) F(1.00) 0 13.4 5.500"to 29'10.000" Adds to BC 2P/L (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: Z-Clip with base plates Bearing Clip: Z-Clip with base plates Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:97.6% (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(lbs) 2824 F(1.00) 603 D(0.90) 2850 F(1.00) 608 D(0.90) Live Load(lbs) 2020 0 2039 0 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.616"(L/578) Deflection(Live Load) Span:0.439"(U811) Center Span Camber: 0.198", Matched to G1 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, LAC RR 22614,and 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=186.4 plf Copyright©2017 by RedBuilt LLC Red-H""and RedOpenWeb""are trademarks of RedBuilt LLC,Boise,Idaho,USA. 62 RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. i BUI L DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb''v5.0.25 10/1/2019 3:20:04 PM 3.69" 10 @ 35.612" 5.44" t t 24.00 • 0 0 0 0 0 0 0 • �14 16 16 16� 0 0 0 0 16 1116 14" --Ik »1111 rl A .\Av-- • • 0 0 0 0 0 0 • • 16.03" I I 9©35.604" 16.03" 11 29'8.124" t Left First Web Distance: 17.806" Top Chord Material: 2-2 X 6 2100FB MSR Bottom Chord Material: 2-2 X 6 2100FB MSR Camber: 0.198" Bottom Chord Slope: 0 Red-HTM SERIES LEGEND Q Z-Clip with base plates @ LEFT TOP PIN# 1. I Project:Twality Middle School Add'n Truss ID:GID Z-Clip with base plates @ RIGHT TOP PIN#11. Location:Tigard,OR Quantity:2 • 1 1/4"DIA.PIN 0 3/4"DIA.PIN Delivery: R5 Project Number: 111953 ) WEB,1 1/2"DIA.&WEB GAUGE 2"DIA. Copyright G2917 by RedeuiIt LLC 2 ROW(S)OF BRIDGING AT PIN(S): 4 Lt,7 Rt Red-ff.,and RedOpenWeb'are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 63 --t-- Site Address: i 9. 6s 0 s w 9 71'1 ST II Building Division T 1 G A R D Deferred Submittal Transmittal Letter TO: ,--- jC�f DATE RECEIVED: DEPT: BUILDING DIVISION FROM: ti‘. ,'1 CAQ-4WSZ-- COMPANY: �c O.. L'10--0 tv\L-,A PHONE: CScr-11 s - C.f`? By:e7"----1 RE: 14CAS" o S\Ai cn .54 8vpa 9i f 9 — oo Q3S (Site Address) (Petmit/ ase Number) Tva Cid -N, m; 4dle� .-School(Project name r subdivision name and lot number) } r / Valuation of Deferred Submittal: $ ,-' (crc, ` `-i 0 ATTACHED IS THE FOLLOWING DEFERRED SU ' ITTAL ITEM: Copies: Description: IV _s....... ...c"1...4 .{._...............'lir....v_s. _.._..13_.._II-............G Pre-Cs. , r, Remarks: , /A , ,, 0 \\I\ NOTE: Documents for deferred rubra _'i s shall be submitted to the registered design professional in res .onu.ible charge who shall review then : d forward them to the building official with a notation indicating that the deferred submittal documents have peen reviewed and been found to be in general conformance to the design of the building.The deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official. Oregon Structural Specialty Code Section 106.3.4.2 FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due:- ----El Yes ❑ No Fee Description: ount Due: Deferred Submittal Fee: ra 0 a .N.::-') Additional fee based on valuation: $ ) t; ) ) , Other: $ Total Fees Due: $ j , a ) ) , 13 Special Instructions: Reprint Permit(per PE): ❑ Yes No ❑ Done plicant Notified: �': , Date: Op-51A Initials: er; The fee for processing ar} reviewing deferred plan sittal shall be an amount equal to 65%of the building based on the valuation of the particular portion or portions of the project with a minimum$200.00 fee. This fee is in addition to the project plan review fee based on the total project value. LBuilding\Forms\TransmittalLetter-DefrdSubmtl.doc 04/04/07