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ex./ 0/2- 0003e RECEIVED DEC 1 S 2019 Final Shop Drawings CITY OFT►GARD BUILDING DIVISION Reece Security Project#114723 ---? 6755 SW Sandburg Street, Tigard OR 97224 Reference Documents: 6/13/2019 Drawing Section By Date Revision Type Sheets Architectural CIDA Architecture 2/19/2019 5 Permit Full set Structural CIDA Engineering 4/22/2019 8 Permit Full set Mechanical IF YOU HAVE QUESTIONS... Your primary contact is your FQEQ FR FFss Project Manager: <. c3lNFF9 /Op Masood Khalil 60801 PE (503)640-7154 Lg Digitally signed by Christine Richey mkhalil@redbuilt.com tREGDM1 Date: 2019.06.2116:13:44-07'00' i?797.1 NE G`‘ Your secondary contact is your EXPIRES: 12/31/20 Technical Representative: Dave Schubert (503) 819-4424 Material List&Calculations pp. 1-67, Drawings pp. 1-4 Dschubert@redbuilt.com Our responsibility is limited to the design of RedBuilt products in accordance with the above referenced documents based on design loads specitied 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 theztakasle¢, ae NOD 0 REJECTED JJ❑ REVISE AND RESUBMIT ❑ THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. ANY DEVIATION FROM PLANS OR SPECIFICATIONS NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN REVIEWED. REVIEW SHALL NOT CONSTITUTE A COMPLETE CHMCi(Oti ALL DETAILED DIMENSIONS OR COUNT APPROVED FOR PRO THE CONTRACTOR OFCONTRACTUAL FOR ANY ERROR OR DEVIDEVIATIONN MOM CONTRACT REQUIREMENTS. CIDA,MIC. COMMERCIAL INDUSTRIAL DESIGN NICHTECIINICIta DATE) //t//2 PDA MID MEG" A RedBuill LLC•(866)859-6757 1&IBUILT Material List Engineered Wood Products s RB Number 114723 Operator Brian Vanderzanden Project Name Reece Security Office Hillsboro Location Tigard,OR Delivery D1: Floor Trusses Comment Plant Hillsboro Status Approved For Production Report Type Customer RedBuilf Open-Web Products Trusses QuantityType Series Dc Ih s A I. Profile Clears an Pr.Length Pr.Load Fastnrs.Left Fasters. Footage Notes YP P I ) PP P 9t Right g 4 % 2 518"x2 2-518"s2 Al D Red-M 36 100/o I Parallel 38'-1.75" 39.0 � 180.6 156.0 88 Al Red-M 36 100% Parallel 38.-1.75" 39.0 180.6 2-5/8"x2 2-518'x2 3432.0 --- - 2-5/8"x2 2-5/B"e2 8 A3 Red-M 36 100% Parallel 1T-1.75" 18.0 154.7 144.0 i 4 MD Red-M 36 100% Parallel 38'-10.75" 40.0 183.8 2-5/8"x2 2.518"x2 160.0 66 A4 Red-M 36 100% Parallel 38'-10.75" 'i 40.0 183.8 2-5/8"52 2-5/8"x2 2640.0 21 A5 Red-M 36 100% Parallel 27'-9.75" 29.0 174.0 2-5/8'x2 2-5/8"x2 609.0 8 A7 Red-M 36 100% Parallel 33'-6.75" 35.0 174.0 2-5/8x2 2-5/85(2 280.0 199 ' ' ' I Red-M Total 7421.0 RedBuiltT" Open-Web Products Blocking Quantity Type Size Length Net Custom Width Series&Clip Spacing Tight To Notes I I 12 1 4x6 16.000(in) Net 3.6875 RED-M-Z-Clip 16 Bearing Clip I 321 I 4x6 9.000(in) I Net 3.6875 RED-M-Z-Clip 16 Bearing Clip - RedBuiltTM Open-Web Products Bridging Lineal Ft Type Size Grade Notes 731 2x4 i , RedBuiltTM Open-Web Products Strut Bracing Quantity Type Style Spacing Series Notes 523 • W6 16 I Red-M/H Hardware Quantity Type Description Notes 2.0 lb 8dx1.5"Nails 44.5 lb 10dx1.5"Nails: _ 796 5i8'x 2"Lag Screw 56 A35 Framing Anchor _ TeamBuilder 3.19 Dl: 114723 Reece Security 1 of 1 114723 Material List.xlsm Approved For Production 6/19/2019,5:01 PM '7 6 BUI LT Material List Engineered Wood Products RB Number 114723 Operator Brian Vanderzanden Project Name Reece Security Once Hillsboro Location Tigard,OR Delivery D2:Roof Trusses Comment Plant Hillsboro Sratus Approved For Production Report Type Customer RedBuilt"' Open-Web Products Trusses Quantity Type Series Depth(sl Appl. Profile Clear Span Pr.Length Pr.Load Fasters Lett FastRigers.ht Footage Notes 2 B1C Red-W 20 115% Parallel • 38'-11.13" 40.0 91.46N10 6-N10 80.0 4 BID _ Red-W 20 115% Parallel 38'-11.13" 40.0 _ 91.4 6N10 6-N10 160.0 33 B1_ Red-W 20 115% Parallel 38'-11.13" 40.0 91.4 6-N10 6-N10 1320.0 8 B2D Red-W 20 115% Parallel 38'-10.88" 40.0 98.4 6N10 6N10 ,, 320.0 22 B2 I Red-W 20 115% Parallel 381-10.88" 40.0 98.4 8-N10 8-Nit 880.0 I 1 B3C Red-W 20 115% Parallel 39'-8.13" 41.0 91.3 8-N10 6N10 41.0 4 B3D Red-W 20 • 115% Parallel 39'-8.13" 41.0 91.3 6-N10 I 8-N10 164.0 23 B3 Red-W 20 115% Parallel 39'-8.13" 41.0 91.3 6-N10 5-N10 I 943.0 5 B4 Red-W 20 115% Parallel 28'-7.75" 30.0 84.6 6-N10 5-N10 150.0 8 B5D Red-W 20 115% Parallel 39'-7.88" 41.0 93.6 6-N10 5-N10 328.0 16 B5 Red-W 20 115% Parallel 39'-7.88" 41.0 93.6 6-N10 5-N10 656.0 f • 6-N10 6-N10 9 C6 Red-W 26 115% Parallel 39'-7.88" 41.0 111.2 369.0 2 C7A Red-W 26 115% Parallel 39'-8.13" 41.0 • 138.3 2-12'e2 2-1252 82.0 1 C7C Red-W 26 115% Parallel 39.-8.13" 41.0 _ 126.8 6-N10 6-N10 410' 4 C7D Red-W 26 115% Parallel 39'-8.13" 41.0 138.3 6-N10 6-N10 164.0 2 _._.1 C7 Red-W 26 115% Parallel 39'-8.13" 41.0 126.8 _ 6-N10 6-N10 82.0 144 ' . - Red-W • Total 5780.0 RedBuilt'"" Open-Web Products Blocking Quantity Type Size Length Net Custom Width Series&Clip Spacing Tight To Notes 19 2x4 9.750(in) Nom •RED-W-All Clips 16 i Bearing Clip 6 1 2x6 24.000(in) Nom RED-W-All Clips 24 Bearing Clip 187 i 2x6 17.750(in) Nom RED-W-All Clips i 24 Bearing Clip RedBuiltT"Open-Web Products Bridging Lineal Ft Type 5Ize Grade Notes 770 2x6 RedBuiltT"' Open-Web Products Strut Bracing Quantity Type Style Spacing Series Notes 36 K5W 16 Red-W __ 231 K5W 24 Red-W RedBuilt"M Open-Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes 152 i B3R 21.000 i IWnd Uplift<30" 20 24 _ TeamBuilder 3.19 D2: 114723 Reece Security 1 of 2 114723 Material List.xlsm Approved For Production 6/19/2019,5:02 PM Hardware Quantity Type Description Notes 1 5 lb 8dx1 5"Nails • 57.5 lb 10dxl.5"Nails, 8 . /2 x 2 Lag crew S 8 Bearing Washer Red-L/W 31 A35 Framing Anchor 5 lb 10d(10dx3)Nails TeamBuilder 3.19 D2: 114723 Reece Security 2 of 2 114723 Matenal List.xlsm Approved For Production 6/21/2019, 11:09 AM , i 1-Kee/BUILT Material List Engineered Wood Products RB Number 114723 Operator Brian Vanderzanden Project Name Reece Security Office Hillsboro Location Tigard,OR Delivery D3:Beams Comment Plant Slayton Status Approved For Production Report Type Customer Connectors Quantity Type Model Top Face Member Slope Skew Fig.Slope Fig.Angle Fig.Offset NetH Finish Notes I 1 4 1 1 HUC412 _ 22-16d 10-10d_. 2 2 HWPH5.62 12-N16 6-N10 i RedLamTM LVL Products LVL Beams Quantity Type Size Length Grade P.E.T. Footage Notes 2 RA11 3.5x11.88 11'-0.00" 2.QE 22.0 2 j' ' ' 3.5x11.88 i Total 22.0 Third-Party(Sourced by RedBuiltTM) Glulam Beams Quantity Type Size Length Layup Camber Appearance P.E.T. Footage Notes 1 GA13 6.75x24 13'-0.00"�I 24F-V4 5000' Industrial 13.0 1 GA22 6.75)(24 22'-0.00"'i 24F-V4 5000' _ Industrial _ _22.0 2 GA24 6.75x24 24'-0.00 24F-V4 5000' Industrial 48.0 2 GB42 5.5x19.5 42'-0.00" 24F-V4 0.500 Framing _ 84.0 M 2 " ' 5.5x19.5 V4 Total 84.0 4 " ' 6.75x24 V4 " " Total 83.0 Hardware Quantity Type Description Notes _ 0.5 lb 10dx1.5"Nails 1.0 lb 10dx3"Nails 0.5 lb 16dx2.5"Nails 2.0 lb I16dx3.5"Nails, _ TeamBuilder 3.19 D3.114723 Reece Security 1 of 1 114723 Material List.xlsm Approved For Production 6/19/2019,5:03 PM (JILT Project: Reece Security Type:Al ` L, Location:Tigard,OR Qty: 88 RedOpenWebTM v5.0.25 Delivery: R1 Project Number: 114723 6/13/2019 3:58:10 PM PAGE 1 Del. Desc.: Floor Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 Reference Span=38' 10.000" c c .—. 4.75" 0.25"} 36.000" Red-MTM OPEN WEB TRUSS • 1 1P Parallel Profile 9.25" , 7.25" Clear Span=38' 1.750" vv v /, .v , • 0.75"Min.Gap 0.75"Min.Gap 4 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 80 Live at 100%duration,0 Partition, 36 Dead(top chord),0 Dead(bottom chord), @ 16.000"O.C. and: LOAD GROUP#1 @ 18.000"O.C.-Brace Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) W(1.60) 264 0 33' 10.000" Adds to TC,on chord(s) Brace Lcad/2 trusses LOAD GROUP#2 @ 18.000"O.C.-Extended Trib TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) F(1.00) 0 0 0.250" Adds to TC,on chord(s) LOAD GROUP#3 @ 18.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) W(1.60) -264 0 33' 10.000" Adds to TC,on chord(s) Brace Load/2 trusses LOAD GROUP#4 @ 18.000"O.C.-Storage Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 36 0.125"to 3'10.000" Replaces TC Storage Load (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: 100.2% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2, 3,4. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 3632 F(1.00) 598 W(1.60) 3430 F(1.00) 405 W(1.60) Live Load(Ibs) 2582 -32 2369 -232 DEFLECTIONS&CAMBER: Deflection(Total Load) Span: 0.847"(U539) Deflection (Live Load) Span: 0.586"(U780) Center Span Camber: 0.350", Recommended Deflection analysis is based on composite action with single layer of 23/32", 3/4"Panels,span-rating 24", glued&nailed wood decking.Astructural analysis of the deck has not been performed by the program. Copyright G 2017 by RedBuilt LLC Red-Mw and RedOpenWeb" are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTM'is a trademark of RedBuilt LLC,Boise.Idaho,USA. \ BUI LT Project: Reece Security Type:Al RedOpenWeebbTM v5.0.25 6/13/2019 3:58:10 PM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilV''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 RedauiltTM analysis. -Pricing Load= 180.6 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright®2017 by RedBuilt LLC Red-MT"'and RedOpenWeb^"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiIU is a trademark of RedBuilt LLC,Boise,Idaho,USA. p g r r ,4 4.R Rt I LT DO NOT SCALE THIS TRUSS PROFILE ' RedOpenWeb'"v5.0.25 • 6/13/2019 3:58:10 PM 5.00" 10 @ 45.675" 7.50" ee + 36.0 16 16, 16 16 16 �6 16 16 16 \ 16 i6 �6 166 16 i6 igi Af— • 15.09" 1. 9 @ 45.655" 15.09" • 38'0.750" Left First Web Distance: 22.838" Top Chord Material: 2-2 X 4 2100FB MSR Bottom Chord Material: 2-2 X 4 2100FB MSR Camber: 0.350" Bottom Chord Slope: 0 Red-MTM' SERIES LEGEND Q Z-Clip with base plates @ LEFT TOP PIN# 1. Project: Reece Security Truss ID:Al Z-Clip with base plates @ RIGHT TOP PIN#11. Location:Tigard,OR Quantity:88 • 1"DIA.PIN 518"DIA.PIN Delivery: R1 Project Number: 114723 . ) WEB,1 1/8"DIA.&WEB GAUGE L_. 1 1/2"DIA. Copyright 02017 by RedBuilt LLC 3 ROW(S)OF BRIDGING AT PIN(S): 3 Rt,6 Lt,8 Rt Red-Mr",and RedOpenWebr"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. '/ tiBU,LT Project:Reece Security Type:AID Location:Tigard,OR Qty:4 RedOpenWeb"'v5.0.25 Delivery: R1 Project Number: 114723 6/13/2019 3:58 44 PM PAGE 1 Del.Desc.: Floor Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=38' 10.000" c c 4--} 4.75" 0.25" 36.000" Red-MT" OPEN WEB TRUSS Parallel Profile 9.25" 7.25" ' ` ' Clear Span=38' 1.750" V eL0.75"Min.Gap 0.75"Min.Gap - All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 80 Live at 100%duration, 0 Partition, 36 Dead(top chord),0 Dead(bottom chord), @ 16.000"O.C. and: LOAD GROUP#1 @ 18.000" O.C.-Brace Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) W(1.60) 264 0 33'10.000" Adds to TC,on chord(s) Brace Load/2 trusses LOAD GROUP#2 @ 18.000"O.C.-Extended Trib TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT - Point(Ibs) F(1.00) 0 0 0.250" Adds to TC, on chord(s) LOAD GROUP#3 @ 18.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) W(1.60) -264 0 33'10.000" Adds to TC,on chord(s) Brace Load/2 trusses LOAD GROUP#4 @ 18.000" O.C.-Storage Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 36 0.125"to 3'10.000" Replaces TC Storage Load (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: 100.2% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2, 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(Ibs) 3632 F(1.00) 598 W(1.60) 3430 F(1.00) 405 W(1.60) Live Load(Ibs) 2582 -32 2369 -232 DEFLECTIONS&CAMBER: Deflection(Total Load) Span: 0.847"(U539) Deflection(Live Load) Span:0.586"(L/780) Center Span Camber: 0.350", Recommended Deflection analysis is based on composite action with single layer of 23/32", 3/4"Panels,span-rating 24", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. Copyright©2017 by RedBuill LLC Red-MT,'and RedOpenWeb'"are trademarks of RedBuill LLC,Boise,Idaho,USA. RedBuiltTM is a trademark of RedBuill LLC,Boise,Idaho,USA. 47KedBUI LT Project: Reece Security Type:Al D RedOpenWeb'"v5.0.25 6/13/2019 3:58:44 PM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt"'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 RedBuilt custom products listed above with chords analyzed using RedBuiltV" analysis. -Pricing Load=180.6 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright©2017 by RedBuilt LLC Red-MTM and RedOpenWeb' are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. filKedBLUALT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"v5.0.25 6/13/2019 3:58:44 PM 5.00" t 10 @ 45.675" t 7.50" • .. • - • _ ' o o— ° _IVJ t_ 36.0 14 m 16 16 16 1( 16 (11 16 16) 16 16 16� 161 16 `16 16 16 14 \I" V' t \/ y \ 1V A - 15.09" 9 @ 45.655" -- - __ - 15.09" Jrl' 38'0.750" - Left First Web Distance: 22.838" Top Chord Material: 2-2 X 4 2100FB MSR Bottom Chord Material: 2-2 X 4 21 OOFB MSR Camber: 0.350" Bottom Chord Slope: 0 Red-MTM SERIES LEGEND pZ-Clip with base plates @ LEFT TOP PIN# 1. Project: Reece Security Truss ID:AI D Z-Clip with base plates @ RIGHT TOP PIN#11. Location:Tigard,OR Quantity:4 • 1"DIA.PIN 5/8"DIA.PIN Delivery: RI Project Number: 114723 i ; WEB,11/8"DIA.8:WEB GAUGE . 11/2"DIA. Copyright e)2017 by RedBuilt LLC 3 ROW(S)OF BRIDGING AT PIN(S): 3 Rt,6 Lt,8 Rt Red-M'",and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilY"isa trademark of RedBuilt LLC,Boise,Idaho,USA B ILT Project: Reece Security Type:A3 47` V Location:Tigard, OR Qty:8 Red0penWebTM v5.0.25 Delivery: R1 Project Number: 114723 6/13/2019 3:22:55 PM PAGE 1 Del,Desc.:Floor Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span= 17'9.000" } 0.25" 0.25"} 36.000" Red-MT"' OPEN WEB TRUSS Parallel Profile - ' 7.25" 7.25" 'v Clear Span=17' 1.750" 0.75"Min.Gap 0.75"Min.Gap 4 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 80 Live at 100%duration, 0 Partition, 36 Dead(top chord),0 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-Brace Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) W(1.60) 264 0 13'4.000" Adds to TC,on chord(s) Brace Load LOAD GROUP#2 @ 16.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) W(1.60) -264 0 13'4.000" Adds to TC,on chord(s) Brace Load (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 Members Critical Design Component Value:78.4% (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(Ibs) 1416 F(1.00) 201 W(1.60) 1416 F(1.00) 63 W(1.60) Live Load(Ibs) 977 -63 977 -201 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.045"(U4505) Deflection(Live Load) Span: 0.031"(U6533) Center Span Camber: 0.070", Matched to Al Deflection analysis is based on composite action with single layer of 23/32", 3/4"Panels,span-rating 24", 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 RedBuiltrM custom products listed above with chords analyzed using RedBuiltT'"analysis. -Pricing Load=154.7 plf Copyright©2017 by RedBuilt LLC Red-MT'and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho.USA RedBuilP4 is a trademark of RedBuilt LLC,Boise,Idaho,USA. ires,C2 V BLI IL` DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5,0.25 6/13/2019 3:22:66 PM 7.50" 2 @ 33.862" 3 @ 45.675" +7.50" _ - u• 36.00 14 16 1611 .16 1-6'\ /SS416k1161(\16 /14?1211 • u • I 15.03" 2 @ 33.847" 15�03" • ♦ - t T t 2 @ 46.655" ♦- -.— - - 17'0.750" _-+ Left First Web Distance: 22.838" Top Chord Material: 2-2 X 4 210OFB MSR Bottom Chord Material: 2.2 X 4 210OFB MSR Camber: 0.070" Bottom Chord Slope: 0 Red-MTM SERIES LEGEND CZ-Clip with base plates @ LEFT TOP PIN# 1. Project: Reece Security Truss ID:A3 Z-Clip with base plates @ RIGHT TOP PIN# 6. Location:Tigard,OR Quantity: 8 • 1"DIA.PIN 5/8"DIA.PIN Delivery: R1 Project Number: 114723 ) WEB,1 1/8"DIA.B WEB GAUGE : 1 1/2"DIA. Copyright g 2017 by RedBuilt LLC 1 ROWS)OF BRIDGING AT PIN(S): 3 Rt Red-M'",and RedOpenweb'"are trademarks of Redsuilt LLC,Boise,Idaho. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 149.---'-<661°BUILT Project: Reece Security Type:A4 Location:Tgard, OR Qty:66 RedOpenWeb"v5.0.25 Delivery:R1 Project Number: 114723 6/20/2019 7:44:19 AM PAGE 1 Del.Desc.: Floor Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=39'7.000" 3) c c l • I 0.25" 4.75"•- 36.000" Red-MTM OPEN WEB TRUSS Parallel Profile ,' 9.25" Clear Span=38' 10.750" 's,' ' • 0.75"Min.Gap 0.75"Min.Gap• All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 80 Live at 100%duration,0 Partition, 36 Dead(top chord),0 Dead(bottom chord), @ 16.000"O.C. and: LOAD GROUP#1 @ 18.000"O.C.-Brace Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) W(1.60) 264 0 5'0.000" Adds to TC,on chord(s) Brace Load LOAD GROUP#2 @ 18.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT - Point(Ibs) W(1.60) -264 0 5'0.000" Adds to TC, on chord(s) Brace Load LOAD GROUP#3 @ 18.000"O.C.-Storage Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 36 33'9.000"to 39'6.625" Replaces TC Storage Load (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:97.5% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2, 3. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 3511 F(1.00) 417 W(1.60) 3815 F(1.00) 611 W(1.60) Live Load(Ibs) 2429 -232 2745 -32 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.930"(U501) Deflection(Live Load) Span:0.645"(U722) Center Span Camber: 0.380", Recommended Deflection analysis is based on composite action with single layer of 23/32", 3/4"Panels, span-rating 24", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. Copyright O 2017 by RedBuilt LLC Red-M°°and RedOpenWeb'°are trademarks of RedBuilt LLC,Boise.Idaho.USA. RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 14.-NeCiBUILT Project: Reece Security Type:A4 RedOpenWebTM v5.0.25 6/20/2019 7:44:19 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM' materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No.ESR-1774, 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= 183.8 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright®2017 by RedBuilt LLC Red-MTM and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 14KeCIBUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebr"v5.0.25 12@38.813 5.00" - 5/20/2019 7:44:19 AM 7.50" y V __Ak o a 36.000" 14 16 16 16 16 16 0 16) I 16 16 16 16 16 16 16 16. m [El 1/ V ' V 15.10" 1, - 11 @ 38.795" 1 15.10" t _ 38'9.750" Left First Web Distance: 19.406" Top Chord Material: 2-2 X 4 2100FB MSR Bottom Chord Material: 2-2 X 4 2100FB MSR Camber: 0.380" Bottom Chord Slope: 0 Red-MTM SERIES LEGEND CZ-Clip with base plates @ LEFT TOP PIN# 1. Project: Reece Security Truss ID:A4 Z-Clip with base plates @ RIGHT TOP PIN#13. Location:Tigard,OR Quantity: 66 • 1"DIA.PIN 518"DIA.PIN Delivery: R1 Project Number: 114723 WEB,1 118"DIA.&WEB GAUGE 1 112"DIA. Copyright©2D17 by RedBuilf LLC 3 ROW(S)OF BRIDGING AT PIN(S): 4 Lt,7 Lt, 10 Lt Red-Mr",and RedOpenWeb`"are trademarks of RedBuib LLC,Boise,Idaho. Redeuilt`"is a trademark of RedBuilt LLC,Boise,Idaho,USA, BUILT Project:Reece Security Type:MD ff Location:Tgard, OR Oty:4 RedOpenWeb'vs.o.zs Delivery: R1 Project Number: 114723 6/20/2019 7:44:53 AM PAGE 1 Del.Desc.: Floor Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED `c '-••• Reference Span=39'7.000" c c } 0.25" 4.75"t--t 36.000" Red-MTM OPEN WEB TRUSS i Parallel Profile ' t 7.25" , 9.25" Clear Span=38' 10.750" ,„' w 0.75"Min.Gap 0.75"Min.Gap S All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 80 Live at 100%duration, 0 Partition, 36 Dead(top chord), 0 Dead(bottom chord), @ 16.000"O.C. and: LOAD GROUP#1 @ 18.000"O.C.-Brace Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) W(1.60) 264 0 5'0.000" Adds to TC,on chord(s) Brace Load LOAD GROUP#2 @ 18.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT - Point(lbs) W(1.60) -264 0 5'0.000" Adds to TC,on chord(s) Brace Load LOAD GROUP#3 @ 18.000"O.C.-Storage Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 125 36 33'9.000"to 39'6.625" Replaces TC Storage Load (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 Members Critical Design Component Value:97.5% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2, 3. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 3511 F(1.00) 417 W(1.60) 3815 F(1.00) 611 W(1.60) Live Load(Ibs) 2429 -232 2745 -32 DEFLECTIONS &CAMBER: Deflection(Total Load) Span: 0.930"(U501) Deflection(Live Load) Span:0.645"(U722) Center Span Camber: 0.380", Recommended Deflection analysis is based on composite action with single layer of 23/32", 3/4"Panels, span-rating 24", glued&nailed wood decking.A structural analysis of the deck has not been performed by the program. Copyright 02017 by RedBuill LLC Red-M"'and RedOpenWeb°are trademarks of RedBuill LLC,Boise,Idaho,USA. RedBuill'is a trademark of RedBuilt LLC,Boise,Idaho,USA. ` ♦CBV I LT Project: Reece Security Type:MD RedOpenWebT"v5.0,25 5/20/2019 7,44',53 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current 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 RedBuiltT"'analysis. -Pricing Load=183.8 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright 2017 by RedBuilt LLC Red-MT"and RedOpenWeV"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. {t dBUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb'"v5.0.25 6/20/2019 7:44:53 AM 7.50" 12 @ 38.813" 5.00" - 36.000" V `} in 16 16 16 (1‘ i6 16; f16; 16 16 16 16 - 1fi 1 16 16 16, 16 16 m V � o 6 16 16a • 15.10" 11 @ 38.795" 1 15.10" t - - • • 38'9.750" Left First Web Distance: 19.406" Top Chord Material: 2-2 X 4 2100FB MSR Bottom Chord Material: 2-2 X 4 2100FB MSR Camber: 0.380" Bottom Chord Slope: 0 Red-MTM SERIES LEGEND CZ-Clip with base plates @ LEFT TOP PIN# 1. Project: Reece Security Truss ID:A4D Z-Clip with base plates @ RIGHT TOP PIN#13. Location: Tigard,OR Quantity: 4 • 1"DIA.PIN 5/8"DIA.PIN Delivery: R1 Project Number: 114723 WEB,11/8"DIA.&WEB GAUGE 1 1/2"DIA. Copyright C 2017 by RedBuilt LLC ' 3 ROW(S)OF BRIDGING AT PINS)' 4 Lt,7 Lt,10 Lt Red-SP.,and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. dd.-Nee/BUILT Project: Reece Security Type:A5 Location:Tigard,OR Qty:21 RedopenWebTM v5.0.25 Delivery:R1 Project Number: 114723 6/20/2019 7:45:49 AM PAGE 1 Del.Desc.:Floor Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=28'5.000" r_ } 0.25" 0.25" 36.000" Red-Mr" OPEN WEB TRUSS Parallel Profile 7.25" ,( 7.25" Clear Span=27'9.750" ' III - N 0.75"Min.Gap 0.75"Min.Gap • All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 80 Live at 100%duration,0 Partition, 36 Dead(top chord), 0 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 18.000"O.C.-Extended Trib TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) F(1.00) 0 0 0 Adds to TC,on chord(s) (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:94.2% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for a 2000.0 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2521 F(1.00) 695 D(0.90) 2521 F(1.00) 695 D(0.90) Live Load(Ibs) 1739 0 1739 0 DEFLECTIONS&CAMBER: Deflection (Total Load) Span:0.258"(L/1292) Deflection(Live Load) Span:0.178"(L/1873) Center Span Camber: 0.194", Matched to A4 Deflection analysis is based on composite action with single layer of 23/32",3/4"Panels, span-rating 24", 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 RedBuiltTn analysis. -Pricing Load=174.0 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright©2017 by RedBuilt LLC Red-M'5 and RedOpenWebi5 are trademarks of RedBuilt LLC,Boise,Idaho.USA. RedBuilt' is a trademark of RedBuilt LLC,Boise,Idaho,USA. /�/j] t r e—C BUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.25 6/20/2019 7:45:49 AM 7.50', - 7@38.813" 2@30531" 7.50" • 36.00 " SI16111111‘1fi i-6- 16 16) (16 16 16') 16 6 (.164(�fi 16 16 16 16 14 • 15.07" l 6 @ 38.795" T + 5.07" T @ T 2 30.517"T -_jP 27'8.750" Left First Web Distance: 19.406" Top Chord Material: 2-2 X 4 2100FB MSR Bottom Chord Material: 2-2 X 4 2100E8 MSR Camber: 0.194" Bottom Chord Slope: 0 Red-MTM SERIES LEGEND CZ-Clip with base plates @ LEFT TOP PIN# 1. Project: Reece Security Truss ID:A5 Z-Clip with base plates @ RIGHT TOP PIN#10. Location:Tigard,OR Quantity: 21 • 1"DIA.PIN '- 5/8"DIA.PIN Delivery: R1 Project Number: 114723 � i WEB,1 1/8"DIA.&WEB GAUGE 1 1/2"DIA. ©Copynghl 2017 by RedBuilt LLC ' 2 ROW(S)OF BRIDGING AT PIN(S): 3 Rt,6 Rt Red-MT",and RedOpenWeb'"are trademarks of RedBuill LLC,Boise,Idaho. RedBuilt,"is a trademark of RedBuilt LLC,Boise,Idaho,USA. eEJUILT.V Project: Reece Security Type:A7 Location:Tigard,OR Qty: 8 RedOpenWeb°"v5.0.25 Delivery: R1 Project Number: 114723 6/20/20197:46:39 AM PAGE 1 Del. Desc.: Floor Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED CJ_ Reference Span=34'2.000" } 0.25" 0.26"} 36.000" Red-MT" OPEN WEB TRUSS Parallel Profile =i 4 4 ., I • 7.25" ' - 7.25" Clear Span=33'6.750" ' ' 0.75"Min.Gap 0.75"Min.Gap 4. All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting FLOOR-COM. Structural Classification. Loads(psf): 80 Live at 100%duration, 0 Partition, 36 Dead(top chord),0 Dead(bottom chord), @ 16.000"O.C. and: LOAD GROUP#1 @ 18.000"O.C.-Brace Load ' TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) W(1.60) 264 0 5'0.000" Adds to TC,on chord(s) Brace Load LOAD GROUP#2 @ 18.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) W(1.60) -264 0 5'0.000" Adds to TC,on chord(s) Brace Load (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: 95.5% (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 Ibs load distributed over a 30"square area and all live loads removed. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 3021 F(1.00) 335 W(1.60) 3021 F(1.00) 526 W(1.60) Live Load(Ibs) 2084 -227 2084 -37 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.490"(U821) Deflection(Live Load) Span: 0.338"(U1190) Center Span Camber: 0.283", Matched to A4 Deflection analysis is based on composite action with single layer of 23/32",3/4"Panels,span-rating 24", 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=174.0 plf Copyright©2017 by RedBuilt LLC Red-M"and RedOpenWeb"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt"is a trademark of RedBuilt LLC,Boise.,Idaho,USA. ( lBU aLT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeeb'"v5.0.25 - 5/20/2019 7:46:39 AM 7.50" 4I, 8 @ 38.813" 2 @ 45.624" t +7.50" o 0 36.00 ' • 14 16 16 16 16 16/ (16 0 0 16 (16 16 166) 16 1(‘16 116 m Ar Ai- 15.08" 1 8 @ 38.795" 45.604" r 15.98" } - 33'5.750" Left First Web Distance: 19.406" Top Chord Material: 2-2 X 4 2100FB MSR Bottom Chord Material: 2-2 X 4 2100FB MSR Camber: 0.283" Bottom Chord Slope: 0 Red-MT" SERIES LEGEND q Z-Clip with base plates @ LEFT TOP PIN# 1. '' Project: Reece Security Truss ID:A7 V Z-Clip with base plates @ RIGHT TOP PIN#11. Location:Tigard,OR Quantity: 8 • 1"DIA.PIN 5/8"DIA.PIN Delivery: R1 Project Number: 114723 WEB,1 1/8"DIA.&WEB GAUGE .. 1 1/2"DIA. Copyright©2017 by RedBuilt LLC 2 ROW(S)OF BRIDGING AT PIN(S): 4 Lt,7 Rt Red-M'",and RedOpenweb'"are trademarks of RedBuilt LLC,Boise,Idaho. Redeuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. B I LT Project: Reece Security Type: B1 i \ Location:Tigard, OR Qty: 33 RedOpenWebTM v5.0.25 Delivery: R2 Project Number: 114723 6/20/20197-48.11 AM PAGE 1 Del.Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=39'8.000" CO fI 3.50" 0.26" 20.000" Red-Wm' OPEN WEB TRUSS Parallel Profile • 5.50" 6.76" Clear Span=38' 11.125" - \ Top Chord Slope=-.25/12 1► 0.75"Min.Gap 0.75"Min.Gap• All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord), 0 Dead(bottom chord), @ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-RTU TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 138 18'2.250" Adds to TC,on chord(s) 1103#RTU/2/4 Point(Ibs) S(1.15) 0 138 23'0.000" Adds to TC,on chord(s) 1103#RTU/2/4 Tapered(psf) S(1.15) 0 to 6 0 to 0 36'10.000"to 39'7.750" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 24.000"O.C.-Uniform Drift Load TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 2 0 0.125"to 39'7.750" Adds to TC Uniform Drift Load Tapered(psf) S(1.15) 0 to 4 0 to 0 37'9.400"to 39'7.750" Adds to TC Tapered Drift Load LOAD GROUP#3 @ 24.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.125"to 39'7.750" Replaces TC Net Wind Uplift(ASD) (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 Members Critical Design Component Value: 100.1% (Design/Allowable) A repetitive member increase was applied to application load group and©load group(s): 1,2, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1790 S(1.15) -333 W(1.60) 1832 S(1.15) -336 W(1.60) Live Load(Ibs) 987 -336 1012 -338 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:2.131"(U219) Deflection(Live Load) Span: 1.205"(U387) Center Span Camber: 1.317", Recommended Copyright©2017 by RedBuill LLC Red-W"'and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho.USA. RedBuill"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 41K?BUILT Project: Reece Security Type: B1 RedOpenWebTM v5.0.25 6/2012019 7:4B:11 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774,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=91.4 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright m 2017 by RedBuilt LLC Red-W TM and RedOpenWeb""are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. .47-, J'B,J/LT DO NOT SCALE THIS TRUSS PROFILE RedopenWeb"v5.0.25 6020/2019 7:45:11 AM 3.77" 15 @ 31.082" 5.74„ 14.E j(16 16' (16) i18, �18; 19), (19 19 19 19 �9 19 N19 19 (19 19� 19 19�\i9 �19/ 1B a Y ti'" - / akik16 16 i6 14 •� 9.20" 14 @ 31.054" - _- + • ttt 920„ e 38'10.125" - lli e Left First Web Distance: 15.541" Top Chord Material: 1.50X 4.75"2100FB MSRI 2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSRI 2400F8 MSRI 2100FB MSR Camber: 1.317" Bottom Chord Slope: -0.250/12 Red-WTM SERIES LEGEND V 6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: B1 6"No-Notch @ RIGHT TOP PIN#16. Location:Tigard, OR Quantity: 33 • 5/8"DIA.PIN ' 3/8"DIA.PIN Delivery: R2 Project Number: 114723 WEB,1"DIA.&WEB GAUGE 1 1/8''DIA. Copyright©2e17 by Red Built LLC ' 3 ROW(S)OF BRIDGING AT PIN(S)' 4,8,12 Red-VV.,and RedOpenWeb'"are trademarks of RedBuill LLC,Boise,Idaho. RedBuill'"is a trademark of RedRallt LLC,Raise,Idaho,USA �[.1/BUILT Project:Reece Security Type: B1C Location:Tigard,OR Qty: 2 Red OpenWebTM v5.0.25 Delivery: R2 Project Number: 114723 6/20/2019 7:48:45 AM PAGE I Del. Desc.:Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4rReference Span=39'8.000" —_ ^D }-t 3.50" 0.25"• I 20.000" Red-WTM OPEN WEB TRUSS Parallel Profile } 6.75" 5.50" „ Clear Span=38' 11.125" N Top Chord Slope=-.25/12 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord), 0 Dead (bottom chord), @ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C:RTU TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 138 18'2.250" Adds to TC,on chord(s) 1103#RTU/2/4 Point(lbs) S(1.15) 0 138 23'0.000" Adds to TC,on chord(s) 1103#RTU/2/4 Tapered(psf) S(1.15) 0 to 6 0 to 0 36'10.000"to 39'7.750" Adds to TC Tapered Drift Load LOAD GROUP#2®24.000"O.C.-Uniform Drift Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 2 0 0.125"to 39'7.750" Adds to TC Uniform Drift Load Tapered(psf) S(1.15) 0 to 4 0 to 0 37'9.400"to 39'7.750" Adds to TC Tapered Drift Load LOAD GROUP#3 @ 24.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.125"to 39'7.750" Replaces TC Net Wind Uplift(ASD) (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: 100.1% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 1790 S(1.15) -333 W(1.60) 1832 S(1.15) -336 W(1.60) Live Load(Ibs) 987 -336 1012 -338 DEFLECTIONS &CAMBER: Deflection(Total Load) Span: 2.131"(U219) Deflection(Live Load) Span: 1.205"(U387) • Center Span Camber: 0.875", Specified Copyright©2017 by RedBuilt LLC Red-Wm and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA RedBuilt "is a trademark of RedBuilt LLC,Boise,Idaho,USA. • ' BUILT Project: Reece Security Type: B1C RedOpenWe\\ebb" v5.0.25 6/20/2019 7 49:45 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No.ESR-1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltrM custom products listed above with chords analyzed using RedBuilt."analysis. -Pricing Load =91.4 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright®2017 by RedBuilt LLC Red-W^'and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTM is a trademark of RedBuilt LLC.Boise,Idaho,USA. 47KeelBUr I jT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb`"v5.0.25 8/20/2019 7:48:45 AM 3.77"• -- _ _ 15 @ 31.082"• - t 5.74„ • 6 16 1fi`1 18, (19: 19) �19 i19;� 19 19f'1 I19) �19 . 19 19 19 19, 19 19' 19 :19` -Ali _ -- 20.00 ♦Y♦ • - _ 19)�18 18 i6 14 9.13" • 14 @ 31.063 1 38'10.125" f f Left First Web Distance: 15.541" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 0.875" Bottom Chord Slope: -0.250/12 Red-WT"' SERIES LEGEND 6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: B1C 6"No-Notch @ RIGHT TOP PIN#16. Location: Tigard,OR Quantity: 2 • 5/8"DIA.PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114723 WEB, 1"DIA.&WEB GAUGE '.. 1 1/8"DIA. copyright©2017 by RedBuilt LLC ' 3 ROWS)OF BRIDGING AT PIN(S): 4,8,12 Red-W'°,and RedOpenWeb'°are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt}°is a trademark of RedBuilt LLC,Boise,Idaho,USA. `edBUILT Project: Reece Security Type: B1D ` Location:Tigard,OR Qty:4 RedOpenWeb""v5.0.25 Delivery: R2 Project Number: 114723 6/20/2019 7:49:24 AM PAGE 1 Del. Desc.:Roof Trusses �-- THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4� Reference Span=39'8.000" 14. }-t 3.50" 0.25"• 20.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" - Clear Span=38' 11.125" N Top Chord Slope=-.25/12 * 0.75"Min.Gap 0.75"Min.Gap• All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord), 0 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000" O.C:RTU TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 138 18'2.250" Adds to TC,on chord(s) 1103#RTU/2/4 Point(lbs) S(1.15) 0 138 23'0.000" Adds to TC,on chord(s) 1103#RTU/2/4 Tapered(psf) S(1.15) 0 to 6 0 to 0 36' 10.000"to 39'7.750" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 24.000"O.C.-Uniform Drift Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 2 0 0.125"to 39'7.750" Adds to TC Uniform Drift Load Tapered(psf) S(1.15) 0 to 4 0 to 0 37'9.400"to 39'7.750" Adds to TC Tapered Drift Load LOAD GROUP#3 @ 24.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.125"to 39'7.750" Replaces TC Net Wind Uplift(ASD) (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: 100.1% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1790 S(1.15) -333 W(1.60) 1832 S(1.15) -336 W(1.60) Live Load(Ibs) 987 -336 1012 -338 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:2.131"(U219) Deflection(Live Load) Span: 1.205"(L/387) Center Span Camber: 1.317", Recommended Copyright©2017 by RedBuilt LLC Red-W'TM and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt'"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 47-K edByILT Project: Reece Security Type: BID RedOpenWebTM v5.0.25 6/20/2019 7.49:24 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current 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 RedBuiltTM analysis. -Pricing Load=91.4 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright 0)2017 by RedBuilt LLC Red-W°N and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. .47<eeriBLIILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"v5.0.25 6/20/2019 7:49:24 AM 3.77"t 15 @ 31.082" - 19 ��• J 5.74" 20.00' 14 16 16 16; (,18'18; (19 - 19 '19 (191 (1 19 19 19 19 19 195 i19, (19`\(19.) (19 :19 19 18 18 16 16 16 1� ' 9.20" — .--T - — 14@31.054" 9. Left First Web Distance: 15.541" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 1.317" Bottom Chord Slope: -0.250/12 Red-WTe1 SERIES LEGEND rl 6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: B1 D III 6"No-Notch @ RIGHT TOP PIN#16. Location:Tigard,OR Quantity:4 • 5/8"DIA.PIN - 318"DIA.PIN Delivery: R2 Project Number: 114723 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright®2017 by Red Built LLC Red-W'",and RedOpenWeb'"are trademarks of RedBuih LLC,Boise,Idaho. RedBuilP"is a trademark of RedBuill LLC,Boise,Idaho,USA. W $y t LT Project: Reece Security Type: B2 \\\ Location:Tigard, OR Qty:22 RedOpenWeb'"v5.0.25 Delivery: R2 Project Number: 114723 6/13/2019 3:39:15 PM PAGE I Del.Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED C�� Reference Span=39'8.000" c .~ 3.75" 0.25"• 20.000"Red-WTM OPEN WEB TRUSS I ', Parallel Profile v y _ -__-___.- 7.25" 5.50" Clear Span=38' 10.875" N Top Chord Slope=-.25/12 h 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord), 0 Dead(bottom chord), @ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-RTU @ Mech Well TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 276 3'7.250" Adds to TC,on chord(s) 1103#RTU/2/2 Point(lbs) S(1.15) 0 276 10' 11.500" Adds to TC,on chord(s) 1103#RTU/2/2 Tapered(psf) S(1.15) 0 to 6 0 to 0 36'10.000"to 39'7.750" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 24.000"O.C.-RTU TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 138 18'2.000" Adds to TC,on chord(s) 1103#RTU/2/4 Point(Ibs) S(1.15) 0 138 22'11.750" Adds to TC, on chord(s) 1103#RTU/2/4 - Tapered(psf) S(1.15) 0 to 6 0 to 0 36'10.000"to 39'7.750" Adds to TC Tapered Drift Load LOAD GROUP#3 @ 24.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.125"to 39'7.750" Replaces TC Net Wind Uplift(ASD) (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, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2112 S(1.15) -333 W(1.60) 1831 S(1.15) -336 W(1.60) Live Load(Ibs) 988 -336 1011 -338 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:2.122"(L/220) Deflection(Live Load) Span: 1.111"(U419) Center Span Camber: 1.315", Matched to B1 Copyright 02017 by RedBuilt LLC Red-WTM and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt'9 is a trademark of RedBuilt LLC.Boise,Idaho,USA. F3(JILT Project: Reece Security Type: 82 RedOpenWeebb""v5.0.25 6/13/2019 3:39:15 PM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current 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 RedBuiltTM analysis. -Pricing Load=98.4 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright B 2017 by RedBuilt LLC Red-WTM and RedOpenWeb'M are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilli°is a trademark of RedBuilt LLC,Boise,Idaho,USA. '1CRU/LT DO NOT SCALE THIS TRUSS PROFILE RodOpenWebT"v5.0.25 6/13/2019 3:39:15 PM 4.02" 30.830" { 14 @ 31.082 ♦• • 5.74" a . 4 I 14 14 16 16)18; ,18, >19 *(19 9 1_18� 19 191 19 19) 19)19 �1 j 19 19 �19 19.19 19 18 18 16 16 161 144. 9.20" 14 f @ 31.054" • 9 - - .20" _ - - 38'9.875" • 4 Left First Web Distance: 15.289" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSRI 2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 1.315" Bottom Chord Slope: -0.250/12 Red-WTM SERIES LEGEND C6"No-Notch @ LEFT TOP PIN# 1, Project: Reece Security Truss ID: B2 6"No-Notch @ RIGHT TOP PIN#16. Location:Tigard,OR Quantity: 22 • 5/8"DIA.PIN 318"DIA.PIN Delivery: R2 Project Number: 114723 WEB,1"DIA.&WEB GAUGE ! 1 1/8"DIA. Copyright©2017 by RedBuilt LLC V 3 ROW(S)OF BRIDGING AT PIN(S): 4,8,12 Red-W'",and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuil1T"is a trademark of RedBuih LLC,Boise,Idaho,USA. /t BUILT Project: Reece Security Type: B2D Location:Tigard,OR Qty:8 RedOpenWeb'"v5.0.25 Delivery:R2 Project Number: 114723 6/20/2019 8:04:33 AM PAGE 1 Del. Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED t r - Reference Span=39'8.000" 0 c 3.76" 0.25" 20.000"Red-WTM OPEN WEB TRUSS ,,, _' Parallel Profile -- ' 7.25" , 5.50 - Clear Span=38' 10.875" N Top Chord Slope=-.25/12 �} 0.75"Min.Gap 0.75"Min.Gap JIL All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),©24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-RTU @ Mech Well TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 276 3'7.250" Adds to TC,on chord(s) 1103#RTU/2/2 Point(Ibs) S(1.15) 0 276 10' 11.500" Adds to TC,on chord(s) 1103#RTU/2/2 Tapered(psf) S(1.15) 0 to 6 0 to 0 36'10.000"to 39'7.750" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 24.000"O.C:RTU TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 138 18'2.000" Adds to TC,on chord(s) 1103#RTU/2/4 Point(Ibs) S(1.15) 0 138 22'11.750" Adds to TC,on chord(s) 1103#RTU/2/4 - Tapered(psf) S(1.15) 0 to 6 0 to 0 36'10.000"to 39'7.750" Adds to TC Tapered Drift Load LOAD GROUP#3 @ 24.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.125"to 39'7.750" Replaces TC Net Wind Uplift(ASD) (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, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2112 S(1.15) -333 W(1.60) 1831 S(1.15) -336 W(1.60) Live Load(Ibs) 988 -336 1011 -338 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:2.122"(L/220) Deflection(Live Load) Span: 1.111"(L/419) Center Span Camber: 1.315", Matched to B1 Copyright®2017 by RedBuilt LLC Red-WTM and RedOpenWeb",are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuillTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 41-KeCIBUILT Project: Reece Security Type:B2D RedOpenWebT"v5.0.25 6/20/2019 8 0433 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt,'" 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=98.4 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright O 2017 by RedBuilt LLC Red-W""and RedOpenWehT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt*"is a trademark of RedBuilt LLC,Boise.Idaho,USA. , . iKedBUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebra v5.0.26 6f20/2019 8:04:33 AM 4.02'+ 30.830" + 14 @ 31.082" 5.74" . T - --- 1 '161 1 181 t79 '19;) 11 1g 19 19\ 19 191 19; 19 - '99 19' 19 19, i19 19� (19; �18, ,18, , �i6 16 Ith I \�9.2D" 14 @ 31.054" K% 9.20„ 38'9.875" ttt fff Left First Web Distance: 15.289" Top Chord Material: 1.50X 4.75"2100E13 MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 1.315" Bottom Chord Slope: -0.250/12 Red-WTM SERIES LEGEND MI6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: B2D 6"No-Notch @ RIGHT TOP PIN#16. Location:Tigard,OR Quantity: 8 • 518"DIA.PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114723 WEB,1"DIA.8 WEB GAUGE ', 1 1/8"DIA. Copyright©2017 by RedBuilt LLC Red.WTM,and RedOpen Web'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA 47<ed BUILT Project: Reece Security Type: B3 Location:Tigard,OR Qty: 23 RedOpenWeb" v5.0.25 Delivery:R2 Project Number: 114723 6/20/2019 7:50:13 AM PAGE 1 Del.Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED �,/ Reference Span=40'5.000" c t 0.25" 3.50"}-e 20.000" Red-WTM OPEN WEB TRUSS Parallel Profile Clear Span=39'8.125" / Top Chord Slope=.25/12 I 0.75"Min.Gap 0.75"Min.Gap{� All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord), 0 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C:RTU TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 138 17'0.000" Adds to TC,on chord(s) 1103#/2/4 Point(Ibs) S(1.15) 0 138 22'0.000" Adds to TC,on chord(s) 1103#/2/4 Tapered(psf) S(1.15) 6 to 0 0 to 0 0.250"to 2'10.000" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 24.000"O.C.-Uniform Drift Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 2 0 0.250"to 40'4.875" Adds to TC Uniform Drift Load Tapered(psf) S(1.15) 5 to 0 0 to 0 0.250"to 1'9.000" Adds to TC Tapered Drift Load LOAD GROUP#3 @ 24.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 5'0.000"to 40'4.875" Replaces TC Net Wind Uplift(ASD) (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: 99.4% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2,3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1863 S(1.15) -166 W(1.60) 1822 S(1.15) -330 W(1.60) Live Load(Ibs) 1030 -264 1006 -337 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:2.292"(U207) Deflection(Live Load) Span: 1.300"(U366) Center Span Camber: 1.420", Recommended Copyright 0 2017 by RedBuilt LLC Red-WT"and RedOpenWebT"are trademarks of RedBuill LLC,Boise,Idaho,USA. RedBuilt'5 is a trademark of RedBuill LLC,Boise,Idaho,USA 4riNaCI BR!I LT Project: Reece Security Type:B3 RedOpenWebTM v5.0.25 6/20/2019 7.50.13 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt."'"materials and code accepted design values. Red8uiItTM 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=91.3 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright®2017 by RedBuilt LLC Red-W TM and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilITM is a trademark of RedBuilt LLC,Boise,Idaho,USA. _/N eel8 DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb a v5.0.25 6/20/2019 7:50:13 AM 3.77" 5.74" 17 @ 27.955" _ tt 20.0 T / f ` ci 16 16 16, 16; 1819'1199 19� (19 19 19 (19� 19 19 19 19 (19 �19; 19 19 `19 19 19��9 18 I�a 16 16 16 14 _� err —/ -- -- — _ _ - V/ / 9.21" 9.21 1 16@27.929' — — } 39'7.125" -__. _ - ---- Left First Web Distance: 13.977" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSRI 2100FB MSR Bottom Chord Material: 1.50X 4.75" 2100FB MSR/2400FB MSRI 2100FB MSR Camber: 1.420" Bottom Chord Slope: 0.250112 Red-WTM SERIES LEGEND _ C6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: B3 6"No-Notch @ RIGHT TOP PIN#18. I, Location:Tigard,OR Quantity: 23 • 5/8"DIA.PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114723 i WEB,1"DIA.8 WEB GAUGE 1 1/8"DIA. Copyright©2017 by RedBuilt LLC ' 3 ROW(S)OF BRIDGING AT PINS 4,9,14 Red-W'",and RedOpenWeb`"are trademarks of RedBuilt LLC,Boise,Idaho. PIN(S): RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. W47BUILT. Project: Reece Security Type: B3C Location:Tigard,OR Qty: 1 RedOpenWeb"v5.0.25 Delivery: R2 Project Number: 114723 6/20/2019 7,50:54 AM PAGE 1 Del. Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED - Reference Span=40'5.000" • 0.25" 3.50" 1-+ 20.000" Red-WTM OPEN WEB TRUSS Parallel Profile s.so" 6.75" Clear Span=39'8.125" /I Top Chord Slope=.25/12 • 0.75"Min.Gap 0.75"Min.Gap• All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord), @ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-RTU TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 138 17'0.000" Adds to TC,on chord(s) 1103#/2/4 Point(Ibs) S(1.15) 0 138 22'0.000" Adds to TC,on chord(s) 1103#/2/4 Tapered(psf) S(1.15) 6 to 0 0 to 0 0.250"to 2'10.000" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 24.000"O.C.-Uniform Drift Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 2 0 0.250"to 40'4.875" Adds to TC Uniform Drift Load Tapered(psf) S(1.15) 5 to 0 0 to 0 0.250"to 1'9.000" Adds to TC Tapered Drift Load LOAD GROUP#3 @ 24.000"O.C:Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 5'0.000"to 40'4.875" Replaces TC Net Wind Uplift(ASD) (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 Members Critical Design Component Value:99.4% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1863 S(1.15) -166 W(1.60) 1822 S(1.15) -330 W(1.60) Live Load(Ibs) 1030 -264 1006 -337 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:2.292"(U207) Deflection(Live Load) Span: 1.300"(U366) Center Span Camber: 0.875", Specified •Copyright©2017 by RedBuilt LLC Red-W^"and RedOpenWeb^'are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. • 41K6CIBU ILT Project: Reece Security Type: 83C RedOpenWebTM v5.0.25 6/20/2019 7:50:54 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. 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 RedBuilt analysis. -Pricing Load=91.3 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright®2017 by RedBuilt LLC Red-WT9 and RedOpenWebTO are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. iodr.'"'Kec 63J!LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"v5.0.25 6/20/2019 7:50:54 AM 3.77" 17 @ 27.955" ---- } 20.0 119' '19,.19x19, 119' 9) (1 19) '19, r19 `19�/19 18 16 16 1`�14 14 16 16 16 181 �18 19 19 19 19 19i i19� �19 19 �— Y 9.13" 16 @ 27.939" • e + - ---- 39'7.125" _ • Left First Web Distance: 13.977" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSRI 2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 0.875" Bottom Chord Slope: 0.250/12 Red-WTM SERIES LEGEND n 6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: B3C o f 6"No-Notch @ RIGHT TOP PIN#18. Location: Tigard,OR Quantity: 1 • 5/8"DIA.PIN 3/8"DIA.PIN 1 Delivery: R2 Project Number: 114723 ( i WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2017 by RedBuilt LLC 3 ROW(S)OF BRIDGING AT PIN(S)' 4,9,14 Red-WT.,and RedopenWeb'k are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilP"is a trademark of RedBuilt LLC,Boise,Idaho,USA. j BV f LT Project: Reece Security Type: B3D ` Location:Tigard, OR Qty:4 RedopenWebTM v5.0.25 Delivery: R2 Project Number: 114723 6/20/2019 7:51:47 AM PAGE 1 Del.Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=40'5.000" 0.25" 3.50"}-f 20.000" Red-Wr"' OPEN WEB TRUSS . Parallel Profile 6.60" 6.75" Clear Span=39'8.125" . /I Top Chord Slope= .25/12 it U 0.75"Min.Gap 0.75"Min.Gap• All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord), 0 Dead(bottom chord), @ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"O.C.-RTU TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 138 17'0.000" Adds to TC,on chord(s) 1103#/2/4 Point(Ibs) S(1.15) 0 138 22'0.000" Adds to TC, on chord(s) 1103#/2/4 Tapered(psf) S(1.15) 6lo 0 0 to 0 0.250"to 2' 10.000" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 24.000"O.C.-Uniform Drift Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 2 0 0.250"to 40'4.875" Adds to TC Uniform Drift Load Tapered(psf) S(1.15) 5 to 0 0 to 0 0.250"to 1'9.000" Adds to TC Tapered Drift Load LOAD GROUP#3 @ 24.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 5'0.000"to 40'4.875" Replaces TC Net Wind Uplift(ASD) (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:99.4% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1863 S(1.15) -166 W(1.60) 1822 S(1.15) -330 W(1.60) Live Load(Ibs) 1030 -264 1006 -337 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:2.292"(U207) Deflection(Live Load) Span: 1.300"(U366) Center Span Camber: 1.420", Recommended Copyright©2017 by RedBuilt LLC Red-W TM and RedOpenWeb•'"are trademarks of RedBuilt LLC,Boise.Idaho,USA. RedBuilt^"is a trademark of RedBuilt LLC,Boise,Idaho,USA. ` `er/B 4./I LT Project: Reece Security Type: B3D RedOpenWebTM v5.0.25 6/20/2019 7 51:47 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt 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 RedBuiltT" analysis. -Pricing Load=91.3 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright go 2017 by RedBuilt LLC Red-W"and RedOpenWeb"are trademarks of RedBuilt LLC,Base,Idaho,USA. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho.USA. eeiBuILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebr"v5.0.25 • 6/20/2019 7:51 A7 AM 3.77" 5.74" 17 @ 27.955" ir 20.0 m 16 16 ,16J 18) {18j18 19 19 19 19\, �'I9 1919 -191 (19 - 19 19, 1 19. 19 �19 19 �19 \19 '�19� '1a' (19� 8� �18� i � --� 16; 16i i16 14 Sir 9.21" 9.21 16 @ 27.929" _ -. ♦ ♦ _. 39'7.125" Left First Web Distance: 13.977" Top Chord Material: 1.50X 4.75" 2100FB MSR/2400FB MSRI 2100FB MSR Bottom Chord Material: 1.50X 4.75" 2100FB MSR/2400FB MSR/2100FB MSR Camber: 1.420" Bottom Chord Slope: 0.250/12 Red-WTM SERIES LEGEND n 6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: B3D 11 6"No-Notch @ RIGHT TOP PIN#18. Location:Tigard, OR Quantity:4 • 5/8"DIA.PIN 3/8"DIA.PIN I Delivery: R2 Project Number: 114723 WEB,1"DIA.8 WEB GAUGE 1 1/8"DIA. - Copyright(l 2017 by Red Built LLC Red-W.,and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho. Redeuill'"is a trademark of RedBuill LLC,Boise,Idaho,USA ` BV 1 LT Project: Reece Security Type: B4 f \ Location:Tigard,OR Qty: 5 RedOpenWeb'v5.0.25 Delivery: R2 Project Number: 114723 6/13/2019 3:41:35 PM PAGE 1 Del.Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED (1 " Reference Span=29'3.000" — c' • 0.25" 0.25"} 20.000" Red-WTm OPEN WEB TRUSS Parallel Profile �. s.so" 3.50" Clear Span=28'7.750" // Top Chord Slope=.25/12 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead (bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 24.000"D.C.-Tapered Drift Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 6 to 0 0 to 0 0.250"to 2'10.000" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 24.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.250"to 29'4.500" Replaces TC Net Wind Uplift(ASD) (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: 86.2% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1256 S(1.15) -249 W(1.60) 1226 S(1.15) -246 W(1.60) Live Load(Ibs) 754 -251 730 -248 DEFLECTIONS&CAMBER: Deflection(Total Load) Span: 0.654"(U524) Deflection(Live Load) Span:0.390"(U880) Center Span Camber: 0.721", Matched to B3 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltT^I 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 RedBuiltTu analysis. -Pricing Load=84.6 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright©2017 by RedBuill LLC Red-W",and RedOpenWels",are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 47KedB1./ILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.25 6/13/2019 3:41:35 PM 2 @ 31.639" + 3.7T' 5.74" 10 @ 27.955" - - - -- - } 1 }_t 20.0011 16 1 19 19 19 19 19 19 .�9 19 19 19 19 19 (19 19 19 y 19 19 19 19) 19 18 16 — 31.610" 9.14" 9.14" 1 10 @ 27.929" ___ili___. 28'6.750" _ —• Left First Web Distance: 13.977" Top Chord Material: 1.50X 4.75"2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR Camber: 0.721" Bottom Chord Slope: 0.250112 Red-W7' SERIES LEGEND C6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: 84 6"No-Notch @ RIGHT TOP PIN#13. . Location: Tigard,OR Quantity: 5 • 5/8"DIA.PIN 318"DIA.PIN Delivery: R2 Project Number: 114723 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2017 by Redeuilt LLC V 2 ROW(S)OF BRIDGING AT PIN(S): 4,9 Red-WT",and RedOpenWeb'°are trademarks of RedBuilt LLC,Boise,Idaho. RedBuillT"is a trademark of Redeuilt LLC,Boise,Idaho,USA BC/I LT Project: Reece Security Type: B5 4ri ` Location:Tigard,OR Qty: 16 RedOpenWeb'°v5.0.25 Delivery: R2 Project Number: 114723 6/13/2019 3:42:13 PM PAGE 1 Del.Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=40'5.000" c • 0.25" 3.75"•—• 20.000"Red-WTM OPEN WEB TRUSS ° Parallel Profile ' s 5.50" 7.25'• Clear Span=39'7.875" Top Chord Slope= .25/12 ell 0.75"Min.Gap 0.75"Min.Gap. All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord), @ 24.000"O.C. and: LOAD GROUP#1 @ 18.000"O.C.-RTU @ Mech Well TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 276 26'8.500" Adds to TC,on chord(s) 1103#/2/2 Point(Ibs) S(1.15) 0 276 34'0.750" Adds to TC,on chord(s) 1103#/2/2 Tapered(psf) S(1.15) 6 to 0 0 to 0 0.250"to 2'10.000" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 24.000"O.C.-RTU TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 138 17'0.000" Adds to TC,on chord(s) 1103#/2/4 Point(Ibs) S(1.15) 0 138 22'0.000" Adds to TC,on chord(s) 1103#/2/4 _ Tapered(psf) S(1.15) 18 to 0 0 to 0 0.250"to 6'4.000" Adds to TC Tapered Drift Load Point(plf) W(1.60) 132 0 5'0.000" Adds to TC,on chord(s) Brace Load LOAD GROUP#3 @ 24.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.250"to 40'4.875" Replaces TC Net Wind Uplift(ASO) Point(plf) W(1.60) -132 0 5'0.000" Adds to TC,on chord(s) Brace Load (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: 99.9% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1955 S(1.15) -576 W(1.60) 1827 S(1.15) -370 W(1.60) Live Load(Ibs) 1122 -578 1011 -372 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:2.301"(L/206) Deflection(Live Load) Span: 1.215"(L/391) Center Span Camber: 1.385", Matched to B3 Copyright©2017 by RedBuilt LLC Red-W^,and RedOpenWeb'5 are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. dt-WBUILT Project: Reece Security Type: B5 RedOpenWebr"v5.0.25 6/13/2019 3:42:13 PM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltrm materials and code accepted design values. RedBuiltrm Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No.ESR-1774, 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 =93.6 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright©2017 by RedBuilt LLC Red-Wr"and RedOpenWerm are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt'',is a trademark of RedBuilt LLC,Boise,Idaho,USA. 47KeiBV I LT DO NOT SCALE THIS TRUSS PROFILE R.dOpenWebn1 v6.0.25 6113/2019 3:42:13 PM 27.706" k14.02" 16I27.955" - - — /� / /\ 20.000" •- . 1^16'! (i6 18; 19 19 (19 19 19 19� 19 19 19 19 1_*19 19 19 /19 19 19 19 \19� 19 19 0 i6 16� 16 14 9.21" 16@27929" -- _ --- ---- a • _ _-..-.__ 39'6.875" ). Left First Web Distance: 13.977" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR!2400FB MSR/2100FB MSR Camber: 1.385" Bottom Chord Slope: 0.250/12 Red-WTM SERIES LEGEND C 6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: 85 6"No-Notch @ RIGHT TOP PIN#18. Location:Tigard,OR Quantity: 16 • 5/8"DIA.PIN 318"DIA.PIN Delivery: R2 Project Number: 114723 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. - - Copyright U 2017 by RedBuilt LLC 7 3 ROW(S)OF BRIDGING AT PIN(S): 4,9,14 Red-W.,and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 'G.V BUI LT Project:Reece Security Type: B5D Location:Tgard, OR Qty: 8 RedOpenWebTM v5.0.25 Delivery: R2 Project Number: 114723 6/20/2019 7'52'51 AM PAGE 1 Del.Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED eReference Span=40'5.000" -- ^J T c t 0.26" 3.75"•-+ 20.000" Red-WTM OPEN WEB TRUSS !:,,z, Parallel Profile S `7'. 7.25., 5.50" Clear Span=39'7.875" — /1 Top Chord Slope= .25/12 N 0.75"Min.Gap 0.75"Min.Gap rs All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 24.000"O.C. and: LOAD GROUP#1 @ 18.000"O.C.-RTU @ Mech Well TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 276 26'8.500" Adds to TC,on chord(s) 1103#/2/2 Point(lbs) S(1.15) 0 276 34'0.750" Adds to TC,on chord(s) 1103#/2/2 Tapered(psf) S(1.15) 6 to 0 0 to 0 0.250"to 2'10.000" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 24.000"O.C.-RTU TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 0 138 17'0.000" Adds to TC,on chord(s) 1103#/2/4 Point(Ibs) S(1.15) 0 138 22'0.000" Adds to TC,on chord(s) 1103#/2/4 - Tapered(psf) S(1.15) 18 to 0 0 to 0 0.250"to 6'4.000" Adds to TC Tapered Drift Load Point(plf) W(1.60) 132 0 5'0.000" Adds to TC,on chord(s) Brace Load LOAD GROUP#3 @ 24.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.250"to 40'4.875" Replaces TC Net Wind Uplift(ASD) Point(plf) W(1.60) -132 0 5'0.000" Adds to TC,on chord(s) Brace Load (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:99.9% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 1955 S(1.15) -576 W(1.60) 1827 S(1.15) -370 W(1.60) Live Load(Ibs) 1122 -578 1011 -372 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:2.301"(U206) Deflection(Live Load) Span: 1.215"(U391) Center Span Camber: 1.419", Matched to B3 -Copyright©2017 by RedBuilt LLC Red-W°and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. ` ` BUILT Project: Reece Security Type: B5D RedOpenWebTM v5.0.25 6/20/20197.52:51 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTTM materials and code accepted design values. RedBuiltlM 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=93.6 plf OPERATOR INFORMATION <Brian Vanderzarden> <503-640-7168> •Copyright©2017 by RedBuilt LLC Red-WTM and RedOpenWeb",are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt",is a trademark of RedBuilt LLC,Boise,Idaho,USA. a r " 'eeiBIJ,L/ DO NOT SCALE THIS TRUSS PROFILE ReddOpenWeebT"v5.0.25 6/20/2019 7:52:51 AM 27.706" ��4.02" @ 5.74"4 1627.955" + r _ ` _ - - 16 14.19 19 19�i 19` �19 19 19 \19 19 19 19 �1416� 16 �fi18 18 19 '19 19 19 19 19 19 19 16 19 19 _ _ a 16 2o.oti • 9.21" 9.Z1" 16 @ 27.929" ` 1 39'6.875" Left First Web Distance: 13.977" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 1.419" Bottom Chord Slope: 0.250/12 Red-WTM SERIES LEGEND n 6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: B5D IIII6"No-Notch @ RIGHT TOP PIN#18. Location:Tigard,OR Quantity:8 • 5/8"DIA. PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114723 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright 2017 by RedBuilt LLC Red-W`",and RedopenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedeuiltTa is a trademark of RedBuilt LLC,Boise,Idaho,USA / I T.-Kee/BUILT Project: Reece Security Type: C6 Location:Tigard,OR Qty: 9 RedOpenWeb""v5.0.25 Delivery: R2 Project Number: 114723 6/20/2019753.29AM PAGE 1 Del. Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 Reference Span=40'5.000" 0.25" 3.75"•-+ 26.000"Red-WTM O W Parallel Profile EB TRUSS 4-4 5.50" Clear Span=39'7.875" /1 Top Chord Slope=.25/12 *1 0.75"Min.Gap 0.75"Min.Gap M All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 57 Dead(top chord),0 Dead(bottom chord), @ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-Drift Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 18 to 0 0 to 0 0.250"to 6'4.000" Adds to TC Tapered Drift Load Point(plf) W(1.60) 132 0 5'0.000" Adds to TC,on chord(s) Brace Load LOAD GROUP#2 @ 16.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.250"to 40'4.875" Replaces TC Net Wind Uplift(ASD) Point(plf) W(1.60) -132 0 5'0.000" Adds to TC,on chord(s) Brace Load (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:98.3% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2288 S(1.15) -384 W(1.60) 2203 S(1.15) -246 W(1.60) Live Load(lbs) 748 -386 674 -248 DEFLECTIONS&CAMBER: Deflection(Total Load) Span: 1.601"(U297) Deflection(Live Load) Span: 0.492"(U966) Center Span Camber: 1.308", Matched to C7 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 RedBuiltT"custom products listed above with chords analyzed using RedBuiltT"'analysis. -Pricing Load=111.2 plf Copyright©2017 by RedBuilt LLC Red-W'"'and RedOpenWeb""are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt" is a trademark of RedBuilt LLC,Boise.Idaho,USA. j�l.�I L( DO NOT SCALE THIS TRUSS PROFILE Redd OpenW`eeb"v5.0.25 6/20/2019 7:53:29 AM .29.451" It 4.02" 5.74" 15 @ 29.702" - A4 '14 Ira/ ;16 16 19 -19 19J 19 19 19 19 19 19 19 19 19 19 19 19 19 - 16 16 16 16 14 14 9.26" 9.26" i 15 @ 29.668" _. - - _... :.__._ _--------- --- -_-_..------- --------- --- 39'6.875" _ _- _ _ • Left First Web Distance: 14.851" Top Chord Material: 1.50X 4.75" 2100FB MSR Bottom Chord Material: 1.50X 4.75" 2100FB MSR Camber: 1.308" Bottom Chord Slope: 0.250/12 Red-WTM SERIES LEGEND C 6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: C6 6"No-Notch @ RIGHT TOP PIN#17. Location:Tigard,OR Quantity: 9 • 5/8"DIA.PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114723 WEB,1"DIA.&WEB GAUGE 1 118"DIA. Copyright U 2017 by RedBuilt LLC ' 3 ROW(S)OF BRIDGING AT PIN(S): 4,9,13 Red-W'",and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'°is a trademark of RedBuilt LLC,Boise,Idaho,USA F BV I LT Project: Reece Security Type: C7 Location:Tigard,OR Qty: 2 RedOpenWeb"v5.0.25 Delivery: R2 Project Number: 114723 6/21/201910:46:38 AM PAGE 1 Del. Desc.:Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=40'5.000" low-0 0 • 0.25" 3.50" 1y 26.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" s 6.75" Clear Span=39'8.125" " - 1 /1 Top Chord Slope=.25/12 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 57 Dead(top chord),0 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-Uniform Drift Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 7 0 0.250"to 40'4.875" Adds to TC Uniform Drift Load Tapered(psf) S(1.15) 11 to 0 0 to 0 0.250"to 3'10.000" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 16.000"O.C.-Brace Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 18 to 0 0 to 0 0.250"to 6'4.000" Adds to TC Tapered Drift Load Uniform(plf) W(1.60) 66 0 5'0.000"to 34'3.250" Adds to TC Brace Load LOAD GROUP#3 @ 16.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.250"to 40'4.875" Replaces TC Net Wind Uplift(ASD) Uniform(plf) W(1.60) -66 0 5'0.000"to 35'5.000" Adds to TC Brace Load (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: 99.2% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2851 W(1.60) -1236 W(1.60) 2734 W(1.60) -1226 W(1.60) Live Load(Ibs) 1310 -1238 1206 -1227 DEFLECTIONS &CAMBER: Deflection(Total Load) Span: 2.076"(U229) Deflection(Live Load) Span: 1.002"(L/474) Center Span Camber: 1.338", Specified Copyright©2017 by RedBuilt LLC Red-W"'and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuillTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. €7<edBUI LT Project: Reece Security Type:C7 RedOpenWebTM v5.0.25 6/21/2019 10:46:38 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTu 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 rm analysis. -Pricing Load= 138.3 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-64D-7168> Copyright®2017 by RedBuilt LLC Red-WTM and RedOpenWebr are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt"4 is a Trademark of RedBuilt LLC,Boise,Idaho,USA. 47"< aBCi 1 LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"v5.0.25 6/21/2019 10:46:38 AM 3.77" 5.74" _ 16 @ 29.702" - __ _.. -_ _. ♦♦ 26.O00" / 1\ 19, 18 18'; 16; 16; ;16, 1 4 14» 4 14 14 14 14 14 16 16J 16 18 18? 7\/19 /19 19 1419 19 18 j 9.26" '',. I 15 @ 29.667" • • • 4 1. _.. • 39'7.125" ♦ Left First Web Distance: 14.851" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 1.338" Bottom Chord Slope: 0.250/12 Red-WTM SERIES LEGEND C 6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: C7 6"No-Notch @ RIGHT TOP PIN#17. Location: Tigard,OR Quantity: 2 • 5/8"DIA.PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114723 ) WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright 02017 by RedBuill LLC ' 3 ROW(S)OF BRIDGING AT PIN(S): 4,9,13 Red-W'",and RedOpenWeb'"are trademarks of RedBuill LLC,Boise,Idaho. RedBuill'"is a trademark of RedBuill LLC,Boise,Idaho,USA. `e'BII LT Project: Reece Security Type:C7A Location:Tigard,OR Qty:2 RedOpenWeb""a5.0.25 Delivery: R2 Project Number: 114723 6/21/2019 10:45:43 AM PAGE 1 Del. Desc.: Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED CBJ� Reference Span=40'5.000" 0 • 0.25" 3.50"j-{ 26.000" Red-WTM OPEN WEB TRUSS Parallel Profile 5.50" 6.75„ Clear Span=39'8.125" /I Top Chord Slope=.25/12 M 0.75"Min.Gap 0.75"Min.Gap IF All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 57 Dead(top chord), 0 Dead(bottom chord), @ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-Uniform Drift Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 7 0 0.250"to 40'4.875" Adds to TC Uniform Drift Load Tapered(psf) S(1.15) 11 to 0 0 to 0 0.250"to 3'10.000" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 16.000"O.C.-Brace Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 18 to 0 0 to 0 0.250"to 6'4.000" Adds to TC Tapered Drift Load Uniform(plf) W(1.60) 66 0 5'0.000"to 34'3.250" Adds to TC Brace Load LOAD GROUP#3 @ 16.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.250"to 40'4.875" Replaces TC Net Wind Uplift(ASD) Uniform(plf) W(1.60) -66 0 5'0.000"to 35'5.000" Adds to TC Brace Load (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:99.2% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2851 W(1.60) -1236 W(1.60) 2734 W(1.60) -1226 W(1.60) Live Load(Ibs) 1310 -1238 1206 -1227 DEFLECTIONS&CAMBER: Deflection(Total Load) Span: 2.076"(U229) Deflection(Live Load) Span: 1.002"(U474) Center Span Camber: 1.338", Specified Copyright©2017 by RedBuilt LLC Red-WTM and RedOpenWeb,'are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. WB1JILT Project: Reece Security Type:C7A RedOpenWebua v5.0.25 6/21/2019 10:45:43AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, 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=138.3 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright©2017 by RedBuilt LLC Red-W^'and RedOpenWeb^'are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt",is a trademark of RedBuilt LLC,Boise,Idaho,USA. 441K. ariBUILT. DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb"v6.0.26 6/21/2019 10:46:43 AM � t 3.77" 5.74" 16 @ 29.702" t Jt h- _f 26.0 14 14 14 14 14 14 14 14 14 16 0 16 16 (18) 0 \19 19 19 \19 19 19 19 19 19 19 18) (18� 16 A6 Y 1 9.26" 9.26" i 15 @ 29.667" • e _ 39'7.125" — • Left First Web Distance: 14.851" Top Chord Material: 1.50X 4.75"2100F8 MSRI 2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 1.338" Bottom Chord Slope: 0.250/12 Red-WTM SERIES LEGEND C 6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: C7A 6"No-Notch @ RIGHT TOP PIN#17. Location:Tigard,OR Quantity: 2 • 5/8"DIA.PIN 3/8"DIA.PIN Delivery: R2 Project Number: 114723 ( WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. -- Copyright G 2017 by RedBuilt LLC 7 3 ROWS)OF BRIDGING AT PIN(S): 4,9,13 Red-Wr,,and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt^'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 47Kari B JI L 1 Project: Reece Security Type: C7C Location:Tigard,OR Oty: 1 Delivery: R2 Project Number: 114723 RedOpenWeb'"v5.0.25 6/21/2019 4:00:07 PM PAGE 1 Del. Desc.:Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 Reference Span=40'5.000" 0.25" 3.50"*} 26.000" Red-Wm OPEN WEB TRUSS Parallel Profile 5.50" _.. �. . . .' 6.75" - - Clear Span=39'8.125" /1 Top Chord Slope=.25/12 N 0.75"Min.Gap 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 57 Dead(top chord), 0 Dead(bottom chord), @ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-Uniform Drift Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 7 0 0.250"to 40'4.875" Adds to TC Uniform Drift Load Tapered(psf) S(1.15) 11 to 0 0 to 0 0.250"to 3'10.000" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 16.000"O.C.-Brace Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 18 to 0 0 to 0 0.250"to 6'4.000" Adds to TC Tapered Drift Load Uniform(plf) W(1.60) 66 0 5'0.000"to 34'3.250" Adds to TC Brace Load LOAD GROUP#3 @ 16.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.250"to 40'4.875" Replaces TC Net Wind Uplift(ASD) Uniform(plf) W(1.60) -66 0 5'0.000"to 35'5.000" Adds to TC Brace Load (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:99.2% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2851 W(1.60) -1236 W(1.60) 2734 W(1.60) -1226 W(1.60) Live Load(Ibs) 1310 -1238 1206 -1227 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:2.076"(U229) Deflection(Live Load) Span: 1.002"(U474) Center Span Camber: 0.875",Specified Copyright®2017 by RedBuilt LLC Red-W^"and RedOpenWeb"'are trademarks of RedBuilt LLC,Boise.Idaho,USA. RedBuill°'is a trademark of RedBuilt LLC,Boise.Idaho.USA. \ BUILT Project: Reece Security Type. C7C RedOpenWebTM v5.0.25 6/21/2019 4:00:07 PM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. 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 RedBuilt"custom products listed above with chords analyzed using RedBuiltT"analysis. -Pricing Load=138.3 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> • Copyright®2017 by RedBuilt LLC Red-WTM and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 1-K e'p./ BV f LT DO NOT SCALE SCALE THIS TRUSS PROFILE RedOpenWeb"v5.0.25 • 6/21/2019 4:00:07 PM 1 3.77" 5.74" 16@29.702" _._ _ -- ly T t WA 26. --. - _ -._ �'Y1 -_-_:: _:.._ 14 14 1 1 �14 14 14 �.14 16 16 16 16 � 18 19 19 19 19 19 19 �19� 19 19 19, (19 �9 18 18 14! 9.17" 9.17" 15 @ 29.679" - e • - • __. . 39'7.125" _ -- Left First Web Distance: 14.851" Top Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 0.675" Bottom Chord Slope: 0.250/12 Red-W'' SERIES LEGEND C 6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: C7C 6"No-Notch @ RIGHT TOP PIN#17. Location: Tigard,OR Quantity: 1 • 5/8"DIA.PIN 3/8"DIA.PIN j Delivery: R2 Project Number: 114723 i WEB, 1"DIA.8 WEB GAUGE 1 1118"DIA. Copyright O.xon by Redewlt LLC 3 ROW(S)OF BRIDGING AT PIN(S): 4,9,13 Red-W'",and RedOpenWeb."are trademarks of Redeullt LLC,Boise,Idaho. RedBuilt'"is a trademark of RedBuilt LLC,Boise.Idaho,USA. ` iBUI LT Project: Reece Security Type: C7D 1 Location:Tigard, OR Qty:4 RedOpenWeb'"'v5.0.25 Delivery: R2 Project Number: 114723 6/21/2019 10:47:16 AM PAGE 1 Del. Desc.:Roof Trusses THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=40'5.000" T C • 0.25" 3.50"•-• 26.000" Red-WTM OPEN WEB TRUSS Parallel Profile s.so" s' •. V• 6.75" Clear Span=39'8.125" / Top Chord Slope= .25/12 II h 0.75"Min.Gap 0.75"Min.Gap 4 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 57 Dead(top chord), 0 Dead(bottom chord), @ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-Uniform Drift Load TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 7 0 0.250"to 40'4.875" Adds to TC Uniform Drift Load Tapered(psf) S(1.15) 11 to 0 0 to 0 0.250"to 3'10.000" Adds to TC Tapered Drift Load LOAD GROUP#2 @ 16.000"O.C.-Brace Load TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 18 to 0 0 to 0 0.250"to 6'4.000" Adds to TC Tapered Drift Load . Uniform(plf) W(1.60) 66 0 5'0.000"to 34'3.250" Adds to TC Brace Load LOAD GROUP#3 @ 16.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -8.5 .1 0.250"to 40'4.875" Replaces TC Net Wind Uplift(ASD) Uniform(plf) W(1.60) -66 0 5'0.000"to 35'5.000" Adds to TC Brace Load (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:99.2% (Design/Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1,2, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(Ibs) 2851 W(1.60) -1236 W(1.60) 2734 W(1.60) -1226 W(1.60) Live Load(Ibs) 1310 -1238 1206 -1227 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:2.076"(U229) Deflection(Live Load) Span: 1.002"(U474) Center Span Camber: 1.338", Specified Copyright®2017 by RedBuilt LLC Red-W""and RedopenWebr"are trademarks of RedBuilt LLC,Boise.Idaho,USA. RedBuilt'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. f \ E3U LT Project: Reece Security Type:C7D RedOpenWeebbr"v5.0.25 5/2 112 0 1 9 t 0:47:16 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltrm materials and code accepted design values. RedBuiltT"' Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No.ESR-1774, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuilfr"custom products listed above with chords analyzed using RedBuiltmi analysis. -Pricing Load=138.3 plf OPERATOR INFORMATION <Brian Vanderzanden> <503-640-7168> Copyright©2017 by RedBuilt LLC Red-WTM and RedOpenWebTM are trademarks of Reedeuilt LLC,Boise,Idaho,USA. RedBuiltr"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 4 ecpp / t�. ,�eu 1[ /_ DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.25 6/21/2019 10:47:16 AM 3.77" - 5.74" 16 @ 29.702" - - -- -- _--- -• • 26.0 ' . �14 r14 14 14 16 16 16 16 (18) 18) 191 19 19 19 19 19 19 18 19 19 __ 19 18 16 16, 16 14 14 14 14 Y 9.26" 9.26' 15 @ 29.667" • 39'7.125" -. ___. . ----- Left First Web Distance: 14.851" Top Chord Material: 1.50X 4.75"2100FB MSRI 2400F8 MSR/2100FB MSR Bottom Chord Material: 1.50X 4.75"2100FB MSR/2400FB MSR/2100FB MSR Camber: 1.338" Bottom Chord Slope: 0.250112 Red-WTM SERIES LEGEND 0 6"No-Notch @ LEFT TOP PIN# 1. Project: Reece Security Truss ID: C7D 6"No-Notch @ RIGHT TOP PIN#17. Location: Tigard,OR Quantity: 4 • 5/8"DIA.PIN - 3/8"DIA.PIN I Delivery: R2 Project Number: 114723 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright©2017 by RedBuilt LLC Red-WT.,and RedOpenWeb1°are trademarks of RedBuilt LLC,Boise,Idaho. RcdBuiIlTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. I 1 . i i • �3� kv‘iiYC°URRICE 6cno?o/5•Ct7,o TIS 4480SW 101stAve. Beaverton,OR 97005 GENERAL CONTRACTORS Ph:(503)646-2123 BUILDINGEXCELLENCE Submittal RECEIVED DEC 18 2019 Job: 21804 Spec Section No: 06 14 20 CITY OF TIGARD Reece Security Submittal No: 1 BUILDING DIVISION Revision No: 0 6755 SW Sandberg St. Sent Date: 12/18/2019 Tigard, OR 97224 Spec Section Title: Floor Joists& Roof Trusses Submittal Title: Joist/Roof Trusses Dwgs&Calcs Contractor: Contractor's Stamp YORKE&CURTIS, INC. YORKE&CURTIS 1_1CONTRACTOR REVIEIN IIREVIEWED ❑REVIEWED WITH COMMENTS REVIEWED-RESUBMIT Reviewed for general conformance with contract requirements. Contractor's Review does not relieve subcontractor atdlor vendor of his responsibility for dimensions.quantilios,accuracy.or completeness of this submittal or from arty responsibility required by the terms and conditions of hie conttacvpurchase order wi11lVORRE ti CURTIS,INC. 12/18/2019 Robert M. Date Reviewed By 21804 06 14 20.1 Job Submittal Architect's Stamp EngineeeaetiAIONIS NOTED)5\IMKE OORRECDONS NOTED 0 REJECTED 0 REVISE AND RESUBMIT 0 THIS REVIEW IS FOR GENERAL CONFORMANCE WITH OESIGNI CONCEPT ONLY. ANY DEVIATION FROM PLANS OR SPECIFICATIONS NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN REVIEWED. REVIEW SHALL. NOT CONSTITUTE A COMPLETE CHECK Of ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO RELIEVE THE CONTRACTOR OF CONTRACTUAL RESPONSIBILITY FOR ANY ERROR OR DEVIATION FROM CONTRACT REQUIREMENTS. CIDA,lNC. COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE,P.C. DATE/ tr// PORRM7D,°iECION �H� IIII lib'YORKE & e�P��� ��v3g CURT 1 S 4480 SW 101 st Ave. Beaverton,OR 97005 GENERAL CONTRACTORS Ph�(503)646-2123 BUILDINGEXCELLENCE • SubmittalIl RECEIVED Job: 21804 Spec Section No: 06 14 20 DEC 1 8 2019 Reece Security Submittal No: 1 Revision No: 0 CITY OF TIGARD 6755 SW Sandberg St. Sent Date: 12/18/2019 BUILDING DIVISION Tigard, OR 97224 Spec Section Title: Floor Joists& Roof Trusses Submittal Title: Joist/Roof Trusses Dwgs&Calcs Contractor: Contractor's Stamp YORKE&CURTIS, INC. YORKE&CURTIS I_ICONTRACTOR REV C4U}IT•' REVIEWED REVIEWED WITH COMMENTS LIREVIEWED-RESUBMIT Reviewed for ge,wral conformance with contract requirements. ConlractoYa Review does net relieve subcontractor andlor vendor of his responsibility or dimensions,quantities,accuracy,nr completeness of this submittal or born any r..ponsibility required by the terms and conditions of his contracbpurchase order witbVORKE d CURTIS,INC. 12/18/2019 Robert M. Dale Reviewed By 21804 06 14 20.1 Job Submittal Architects Stamp Engineer's Stamp NO EXCEPTIONS NOTED MAKE CORRECTIONS NOTED 0 REJECTED "133❑ REVISE AND RESUBMR ❑ THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. ANY DEVIATION FROM PLANS OR SPECIFICATIONS NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN REVIEWED. REVIEW SHALL NOT CONSTITUTE A COMPLETE CHECK OF ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO RELIEVE THE CONTRACTOR OF CONTRACTUAL RESPONSIBILITY FOR ANY ERROR OR DEVIATION FROM CONTRACT REQUIREMENTS. ODA,INC. COMMERCIAL INDUSTRIAL CORM ARCHITECTURE.P.Ce KIMONO,MA1Lr, 2 $/11 gaEOON //9 ._ FOR OFFICE USE ONLY-SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT i II _ " Transmittal Letter T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tiuu d or, ov TO: Th m H D cf-t $T-A-TrE it. DATE IA EIVED DEPT: BUILDING DIVISION hf lr DEC 18 2019 FROM: Ro 4 ,h21 ' V I o rL 5 CITY OF TIG 'D BUILDING . fISION COMPANY: -[ o1�le;6 {' e.ocrt4 PHONE: 503 lA 6 ZI 23 Gcr. 49- / Brig-% RE: 61-5-'S $W 5tfrogvic.6 Sr B '20/1-Dao30 (Site Address) (P- , t Number) REece S6Gr/It/ Ty (Project name or subdivision name and lot number) bi I '(/ „C �_ ATTACHED ARE THE FOLLOWING ITEMS: l l� tJ�JV Copies: Description: Copi= Description: Additional set(s) of plans. Revisions: Cross section(s) and details. I (L Wall bracing and/or lateral analysis. ✓ . Floor/roof framing. �,' Basement and retaining walls. Beam calculations. ( eR.✓ Engineer's calculations. Other(explain): / _ REMARKS: Tin ,..r eK-ere -,Swe~,//4/ /iY OWbtie 2o/9 -00d z8 dG sw tiee-6s� T/ - , /. FOR OFFICE USE ONLY Routed to Permit Te Ician:" Date: ) ^ t,- ,I. Initials: Fees D`u'e:� s ❑ No Fee Description: Amount D : $ $ $ Special Instructs s: Rep ' t Permit(per PE): ❑ Yes N� ❑ Done �-- Applicant Notified: L— Date: / 7 Initials: 1.'d3uilding\Forms\TransmittalLetter-Revisions 0613 16.doc