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Specifications /35cv ski/ ?�.w � Ai e 2d -OOc32 CW TJ Product W/G161: ey erhaeuser Business Package Sherwin Williams Store - Alternate • Tigard, OR TJ Number: 05 000621 Reference Documents: 2/16 /2005 Title By Date Rev. # Sheets Architectural Drawings Scott Edwards Architecture 7/23/2004 A Partial Set Structural Drawings Daniel Low Engineering 8/5/2004 2 Partial Set Mechanical Drawings If you have questions, please call the following: Your Trus Joist Technical Representative: » V /i Craig McManus , (503) 520-7104 L Or the Project Coordinator: Mark Currier rt. t 9 Or our Engineering Department: "P' 4/94% Dan Perrigo 503 520 7102 Calculations pp. 1 to 4, Material List pp. 1 to 3, Drawings pp. 1 to 3 • Our eoponeing responsibility is limited to the design of This Joist produw in accordance with the above referenced dooms based on design loads specified by the engineer of rem,d IMPORTANT (Please Read and Sign Below) • Approve and return this package as soon as possible — trusses will not be fabricated and delivered until approval is received. • All materials shall be furnished by others unless specifically noted by TJ herein. • Truss bearings, bracing, bridging, pre- notched plates, etc., must be properly installed as erection proceeds. • USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS, BRIDGING CLIPS, BRACING, ETC. I warrant that this Trus Joist Submittal Package has been provided to the contractor /installer and responsible design professional and that it has been verified and/or corrected for accuracy of loading information and consistency with building design and dimensions. I agree that any "clouded" items on the Shop Drawings have been reviewed and correct information provided. I also agree that installation of the materials is the sole responsibility of the installer. Check One: (For Revise & Resubmit, note corrections and return without Signature) Approved, no change Purchaser Date El Approved, as corrected • By Title * PLEASE NOTE: Corrected set of shop drawings must be returned to TJ Engineering prior to material fabrication. Tnis Joist, A Weyerhaeuser Business 8285 SW Nimbus, Suite 105 • Beaverton, OR 97008 • Mail: 8285 SW Nimbus, Suite 105 • Beaverton, OR 97008 Ph: (503) 520 -5025 • Fx: (503) 526 -1937 .....11-141,70,4t Material List �mfimnm j TJ Number 05- 000621 = \ i ses Representative Craig McManus Project Name Sherwin Williams Store - Alternate . - - Engineering Office Portland V Location Tigard, OR / \ 1: •Project Coordinator Mark Currier t '.% .; Design Technician Dan Perrigo 2- f 1 i • Delivery Dl: Roof Trusses • Plant Hillsboro =,.= Report Title Out For Approval Status Out For Approval Report Type Check • Latest Revision : Open -Web Products Trusses Quantity Type Series Profile Depth Clear Span Pr. Length Pr. Load Appl. Footage Notes Notes 1 1 0 24 A TJS Tapered 32/44 48' -1.75' 49.0 132.8 115% 1176.0 1 1 0 19 B TJS Tapered 20/32 48'- 1.75' 49.0 92.5 115% 931.0 43 • • • TJS Total 2107.0 Open -Web Products Blocking Quantity Type Size Length Net Custom Width Notes Notes 1 1 0 32 2x4 18.500 Nom 1 1 0 12 2x4 10.500 Nom 1 1 0 44 2x4 26.500 Nom Open -Web Products Bottom Chord Nailer Lineal Ft Type Size Grade Notes Notes 1 1 0 300 I 2x4 Open -Web Products Strut Bracing Quantity Type Style O.C. Spacing Notes Notes : 1 1 0 105 W5 24 _ 1 1 0 35 W5 16 1 1 0 154 W5 32 Open -Web Products Cross Bracing • Quantity Type Style Length Bend Profile Uplift Application Notes Notes 1 1 0 8 WB46 B2 46.000 Wind Uplift 30 ' 1 1 0 8 WB55 B2 55.000 Wind Uplift 30 - + 1 1 0 8 WB64 B2 64.000 Wind Uplift 30 Plywood Edge Blocking Quantity Type Size Length Z •Clips Grade Notes Notes 1 1 0 60 1.5x3.5 12.438 Both Ends TS 1 1 0 12 1.5x3.5 12.438 One End TS 1 1 0 132 1.5x3.5 20.438 Both Ends TS 1 1 0 12 1.5x3.5 20.438 One End TS 1 1 0 72 1.5x3.5 28.438 Both Ends TS 5/3 TeamBuilder v1.35 D1: 05 -000621 Sherwin Williams Store - Alternate 1 of 2 05-000621 SherwinWilliams.xls Out For Approval 2/14/2005, 2:09 PM Hardware Quantity Type Description Notes Notes 5 lb N8 (8dx1.5) Nails 25 lb N10 (10dx1.5) Nails _ 24 TJ-Z26 Z -Clips (1.5' Loose) 6 . 1 1 0 28 Framing Anchors A TeamBuilder v1.35 D1: 05 -000621 Sherwin Williams Store - Alternate 2 of 2 05- 000621 SherwinWilliams.xls Out For Approval 2/14 /2005, 2:09 PM Material List „ ANIkedmaner babes TJ Number 05 SaleiRepresefitative Craig McManus Project Name Name Sherwin Williams Store - Alternate Engineering Office Portland Location Tigard, OR Project Coordinator Mark Currier Design Technician Dan Perrigo Delivery D2: Roof Ledgers Plant Stayton Report Title Out For Approval Status Out For Approval Report Type Check Latest Revision : Parallam PSL Products Beams Quantity Type Size Length Grade Camber Footage Notes Notes 2 2 0 12 3.5x14 25 2.0E I 0.000 I 300.0 12 • • • 3.5x14. Total 300.0 5A, Tea mBuilder v1.35 D2: 05-000621 Sherwin Williams Store - Alternate 1 of 1 05-000621SherwinVVilliams.xls Preliminary: Not For Production 2/14/2005, 11:46 AM Ti voie Z /14 /O;- git Project: Sherwin Williams Bldg Type: A r Business Location: Tigard, OR Qty: 24 TJ -0penWebT" v4.31.0 Release: R1 Project Number: 05000621 2/1412005 11:43:18 AM PAGE 1 Rel. Desc.: D1- Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span = 50' 0.000" 7.63" 7.63" • . 0.50" 0.50' 32.000 " /44.000" TJST°" OPEN WEB TRUSS :: Tapered Profile 3.50' , `, 50" , � ,' 3. A Top Chord Slope = .249/12 2.00" Bot Chord Slope = 0 2.00" 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, 15 Dead (top chord), 0 Dead (bottom chord), © 32.000" O.C. and: LOAD GROUP #1 CO 32.000" O.C. -Mach Unit TYPE CLASS LIVE • DEAD LOCATION (1) APPL APPLIED TO COMMENT Polnt(lbs) S(1.15) 0 200 22' 6.000" Adds to TC, on chord(s) Polnt(Ibs) S(1.15) 0 200 27 6.000° Adds to TC, on chord(s) • Tapered(psf) S(1.15) 35 to 0 0 to 0 8.125" to 8' 9.750" Adds to TC Snow Drift Tapered(psf) S(1.15) 0 to 35 0 to 0 41' 2.250" to 49' 3.875" Adds to TC Snow Drift LOAD GROUP #2 @ 24.000" O.C. -Side Drift. TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Unlform(psf) S(1.15) 26 0 8.125" to 49' 3.875" Adds to TC Tapered(psf) S(1.15) 9 to 0 0 to 0 8.125" to 2' 8.125" Adds to TC Tapered(psf) S(1.15) 0 to 9 0 to 0 47' 2.250" to 49' 3.875" Adds to TC LOAD GROUP #3 @ 32.000" O.C: Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Unlform(psf) W(1.33) -6 1 8.125" to 49' 3.875" Replaces TC (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: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100.4% (Design / Allowable) A repetitive member increase was applied load group(s): 2. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs) 3228 S (1.15) -350 W (1.33) 3230 S (1.15) -350 W (1.33) Live Load (Ibs) 2499 -389 2501 -389 DEFLECTIONS 8 CAMBER: Deflection (Total Load) Span: 2.020" (12286) Deflection (Live Load) Span: 1.561" (L/370) Center Span Camber: 1.122 ", Recommended Copyright ® 2004 by Trus Joist TJS"' and TJ- OpenWebn are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ® and Trus Joist® are registered trademarks of Trus Joist. A Weyerhaeuser Business, Boise, Idaho, USA. wt litiVelgt DO NOT, SCALE THIS TRUSS PROFILE AVEyerbxusuliwInan TJ- OpenWeb"' v4.31.0 211412005 11:43:18 AM , �� 3.05" 2.95" �� 44.750" I 10 @ 53.312" • • 31.94 9" \ \ a / \ a Q I� Q Q Er Q Q Lt: Lt L1: 43.999" Wilk L ;: ¢ ¢ \/ \/ \/ \/ / / 24.85' 1 ! 44.698- 1 9 @ 53.250" I 1 44f 24.95" 111 t 48' 1.T50" Left First Web Distance: 26.850" Top Chord Material: 2- 1.50X 2.30' Microllam NER 148 • Bottom Chord Material: 2 -1.50X 2.30" Microllam NER 148 Camber: 1.122" Bottom Chord Slope: 0 TJSTm SERIES LEGEND a S-Clip @ LEFT TOP PIN# 1. Project: Sherwin Williams Bldg Truss ID: A S-Clip @ RIGHT TOP PIN# 12. Location: Tigard, OR Quantity: 24 • 314" DIA. PIN U 112" DIA. PIN Release: R1 Project Number: 05000621 0 WEB, 1" DIA. 8 WEB GAUGE n 1 114" DIA. Copyright 02004 by Trus Joist TJS °, and TJ-0penWeb° are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho. Q 1 112' DIA. Micro iansiti, TM and Trus Joist® we registered trademarks of Trus Joist, A Weyerhaeuser Business. Boise, Idaho, USA. Project: Sherwin Williams Bldg Type: B . -pc, • �� Location: Tigard, OR Qty: 19 TJ-OpenWebm v4.31.0 Release: R1 Project Number: 05000621 2/14/2005 11:44:21 AM PAGE 1 Rel. Desc.: D1- Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • Reference Span = 50' 0.000" :r 7.63" 0--e 0. 7.63" 50' 0.50" T 20.000 "/32.000" TJSTM OPEN WEB TRUSS Tapered Profile . 3.50" `,. .` ,, .` . ` 3.50" \, .. .. A Top Chord Slope = .249/12 } 4 2.00" Bot Chord Slope = 0 200" }} 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, 15 Dead (top chord), 0 Dead (bottom chord), (a3 24.000" O.C. and: LOAD GROUP #1 @ 24.000" 0.C.-Typical Joist TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 35 to 0 0 to 0 8.125" to 8' 8.125" Adds to TC Tapered(psf) S(1.15) 0 to 35 0 to 0 41' 11.187" to 49' 3.875" Adds to TC Point(lbs) S(1.15) 0 130 20' 0.000' Adds to .Con chord(s) Small unit 13c- LOAD GROUP #2 @ 16.000" O.C. -Side Drift - TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 29.2 0 8.125° to 49' 3.875" Adds to TC - Tapered(psf) S(1.15) 5.8 to 0 0 to 0 8.125" to 2' 0.000' Adds to TC Tapered(psf) S(1.15) 0 to 5.8 0 to 0 48' 0.000" to 49' 3.875° Adds to TC . LOAD GROUP #3 @ 24.000" O.C. -Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniforrn(psf) W(1.33) -6 1 8.125" to 49' 3.875° Replaces TC (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: . S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 96.2% (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) 2302 S (1.15) -263 W (1.33) 2259 S (1.15) -263 W (1.33) Live Load (Ibs) 1494 -292 1477 -292 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 3.131" (L/185) Deflection (Live Load) Span: 2.452" (L/236) Center Span Camber: 1.442 ", Minimum Copyright ® 2004 by Trus Joist TJS and TJ- OpenWeb"' are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. 3 TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA • C e ea DO MQT SCALE THIS TRUSS PROFILE . • . , rA Beam TJ -0penWebTrr v4.31.0 211412005 11:45:19 AM 56.069" �� 3.05" 2.95" 2 @ 36.029" 11 @I 40.886" T �T�T.�T Q a Q 11 Q Q a i c a EE Q 11 a: 31.999" 19.999 1s iE EE Q Q iE Q Q 26.30" 10 40.844" 48.427" 16.18" I 135.991" I I 0 t t t 38.418" 48' 1.750" I i Left First Web Distance: 18.010" Top Chord Material: 2 -1.50X 2.30" Microllam NER 148 Bottom Chord Material: 2- 1.50X 2.30" Mlcrollam NER 148 Camber: 1.442" Bottom Chord Slope: 0 TJSTm SERIES LEGEND 0 S-Clip Q LEFT TOP PIN# 1. Project: Sherwin Williams Bldg Truss ID: B S-Clip @ RIGHT TOP PIN# 15. Location: Tigard, OR Quantity: 19 • 314" DIA. PIN 0 112" DIA. PIN Release: R1 Project Number: 05000621 0 WEB, 1" DIA. & WEB GAUGE n 1 114" DIA. Copyright 02004 by Twi Joist TJS "., and TJ-0penWeb° are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho. Q 1 1/2" DIA. Microllame, TJS and True Joist® era registered trademarks of True Joist, A Weyerhaeuser Business, Boise. Idaho. USA.