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Specifications 5 • ISO )75 W 72.,..4 Ave__ Bv/° .2_00q- o c� o. 1 • • Product • • •' 'TRUS Joisr ` , commercial Package Pactrust Building Portland, Oregon 08- 034065 Reference Documents: 1/26/2009 • • Title By Date Rev. # Sheets Architectural Drawings Not Provided N/A NA N/P Structural Drawings VMLK Partial Mechanical Drawings Not Provided N/A N/A N/P • • If you have questions, please call the following: Your Technical Representative: Dave Schubert • (503) 520 -7106 Or Project Coordinator: Jennie Newman (503) 520-7405 Or Engineering Department: • Karl Herinckx 503 -520 -7126 Calculations.pp. 1 to 9, Material List p. 1, Drawings pp. 1 to 2 Our engineering responsibility is limited to the design of iLevel products in • accordance with the above referenced documents based on design loads specified by the engineer of record. • • IMPORTANT (Please Read) • Installation of the materials is the sole responsibility of the installer. • Refer to Installation Information sheets for more detailed instruction. • All materials shall be furnished by others unless specifically noted "by TJ" herein. • • Truss bearings, bracing, bridging, pre- notched plates, etc., must be properly installed as installation proceeds. • USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS, BRIDGING CLIPS, BRACING, ETC. APPROVED FOR CONSTRUCTION (Based on the previously submitted Approval Package as signed by the Purchaser) • • • iLevel Trus Joist Commercial 9205 SW Gemini Ste A • Beaverton, OR 97008 • Mail: 9205 SW Gemini Ste A • Beaverton, OR 97008 Ph: (503) 520 -5025 • Fx: (503) 526 -1937 • • IEEGITRUS JOIST' Material List commercial 100 TJ Number 08- 034065 Operator Dave Vanderzanden • Project Name Pactrust Building Office Portland Location Portland, OR N Project Coordinator Jennie Newman Delivery Dl: OW Roof \ Comment Plant Hillsboro Status Approved For Production . Latest Revision 1/23/09 3:43 PM: Lag screw revision Report Type Check Open -Web Products I Trusses Quantity Type Series Depthls) Appl. Profile Clear Span Pr. Length Pr. Load Festive. Laft F R ° ghr' Footage Notes Notes • /6 1 T 0 16 — I A - TJH I 24 115% Parallel 3T - 0.00 - 38.0 159.7 - I 2.HG 5x2 608.0 2 518'x2 1 T 0 14 ' Al a TJH 24 115% Parallel 36' 10.50'' 38.0 I 159.7 - HDG 532.0 2.518x2 1 T 0 40 • AY TJH 24 115% Parallel 36•-9.00' • 38.0 159.7 - , HDG 1520.0 70 ' ' • TJH -I I I Total 1 2660.0 Open -Web Products Bottom Chord Nailer Lineal Ft -Type • Size Grade Notes Notes 1 0_ 560 I I 2x4 Open -Web Products 'Strut Bracing , Quantity Type ' Style Spacing Series Notes Notes • 1 0 204 I I W6 I 48 I TJMM I I I . Open -Web Products . . Cross Bracing • Quantity Type • Style Length Bend Profile Uplift Application Depth Spacing Notes Notes 1 0 60 I - - I B2 I 29.000 I I Both Ends Wind Uplift <30 I 24 I I 'Hardware Quantity Typo' . Description . Notes Notes 1 lb - N8 (8dx1.5) Nails • 20 lb N10 (10dx1.5) Nails 140 5/8'x HDG Lag Screw . 1 0 12 A35 Framing Anchor • • TeamBuilder v1.66 Dl: 08 -034065 Pactrust Building 1 of 1 08 -034065- MatIList[1].xls Approved For Production . 1/23/2009, 3:47 PM r 'r . Y, TRIM JOIST® : :wi- .i Vie.:t commercial • iLevel Trus Joist Commercial 9205 SW Gemini, Suite A • Beaverton, OR. 97008 Ph: (503) 520 -5025 • Fax: (503) 526 -1937 iLevel Trus Joist Commercial Calculations Date: 1/26/2009 Project: PacTrust Building Location: Tigard, OR. Job No.: 08- 034065 The professional engineer's seal on this letter is to confirm the Trus Joist products identified on the attached calculation(s) are designed to support the loads shown for the span(s) and spacing(s) indicated. .The attached calculation(s) assumes that adequate detailing has been performed by others in accordance with Trus Joist recommendations. I have only reviewed the Trus Joist calculation(s). I have not reviewed the project construction documents or any other project information. The design loads, span(s) and spacing(s) were provided by others. If this information is incorrect or incomplete, notify your Trus Joist Technical Representative, Dave Schubert (503 -520- 7106), immediately. The suitability and application of the identified Trus Joist products for this project are the responsibility of the Design Professional of Record. • Calculation(s) included: - Type(s): A, Al, A2 I/0 • 9 �S��� PR GINF F�' 5 %0 '583 f ipg 4I3 GO j � I EXPIRATION: 12/31/ /0 I • Trus Joist Product Approvals: Microllam ®: ESR 1387, Open -web trusses (TJL, TJW, TJS, TJM, TJH): ESR 1774, Parallam ®: ESR 1387, TimberStrand ®: ESR 1387, TJI ® Joists: ESR 1133 • - Ciciff4g06-7-. Pro ject: Pactrust Building Type: A c i n:P I :1 w • ANkt,.,cusrr S Lo at o ort and, OR Qty: 6 TJ- OpenwebTM v4.42.1 Delivery: R1 Project Number: 08034065 1/16/2009 9:43:30 AM PAGE 1 Rel. Desc.: Roof OW . THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • • Reference Span = 37' 0.000" .: 2.00• 24.000" TJH OPEN WEB TRUSS 4.50•• •—■ Parallel Profile i l i l 1-� 5.50" u ....I Top Chord Slope = .125/12 airs I 2.00" 2.00" LOADS: nsions are horizontal. Product diagram Is conceptual. Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 10 Dead (top chord), 5 Dead (bottom chord), @ 48.000" O.C. • and: LOAD GROUP #1 @ 48.000" O.C.- UPLIFT TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -6.6 .1 - 7.500" to 37' 4.250" Replaces TC WIND UPLIFT Uniform(psf) W(1.33) 0 0 - 2.000" to 37' 2.000" Replaces BC ZEROED OUT DL LOAD GROUP #2 @ 48.000" O.C.- SEISMIC • TYPE CLASS LIVE (2) DEAD LOCATION (1) APPL APPLIED TO COMMENT • Strap(Ibs) E(1.33) 3616 0 Left End Adds to TC OUT -OF -PLANE TENSION LOAD GROUP #3 @ 48.000" O.C. - SEISMIC TYPE CLASS LIVE (2) DEAD LOCATION (1) APPL APPLIED TO COMMENT Strap(lbs) E(1.33) -3616 0 Left End Adds to TC OUT -OF -PLANE COMPRESSIC • (1) Location is specified from left reference point unless noted otherwise. (2) All Earthquake loads are Strength Based. . • SUPPORTS: LEFT SUPPORT (Angle: 0 °) RIGHT SUPPORT (Angle: 0 °) • • Material: Plate(s) Material: Wood Beam 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: 87.6% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 3050 S (1.15) -500 W (1.33) 3013 S (1.15) -493 W (1.33) Live Load (Ibs) 1912 -505 1886 -498 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 1.207" (L/367) Deflection (Live Load) Span: 0.755" (L/588) Center Span Camber: 1.207 ", Recommended • Copyright ® 2007 by Level TJH and TJ- OpenWeb" are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. 1 • iLevel®, TJ ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. • • • Ti 4f4t7e6tProject : Pactrust Building Type: A . . kerhaeuser Business TJ- OpenWebTM v4.42.1 1/16/2009 9:43:30 AM PAGE 2 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product • values shown are in accordance with current TJ materials and code accepted design values. TJ 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 TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 159.7 plf OPERATOR INFORMATION Dave Vanderzanden (503) 520 -7114 • • Copyright ® 2007 by iLevel TJHT" and TJ- OpenWebTM are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. Level®, TJ ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. DO'NOT SCALE THIS TRUSS PROFILE 1464-. • r A'4t - ,hacuw If,iiin i TJ- OpenWebi" v4.42.1 111612009 9:43:30 AM 4.47' 7.66" 12 @ 36.971" }-}- + � I I u o 0 0 0 o 0 A 24.00 , ®� _ (� - � m 16 m 16� 16 16 16 16 _ 16 16 16 16 ) 1 6) 16 16 1 i enci e 1 16 m 16 - m _ l — L .. o 0 0 0 0 e 21.02" 11 @ 36.937" T t 1 20.70" 36' 11.624" Left First Web Distance: 18.485" Top Chord Material: 2- 2 X 6 2100FB MSR • • Bottom Chord Material: 2- 2 X 6 2100FB MSR Camber: 1.207" Bottom Chord Slope: 0.125/12 • TJHTIM SERIES LEGEND Q Z -911p with base plates @ LEFT TOP PIN# 1. Project: Pactrust Building Truss ID: A Z -CIIp with base plates ® RIGHT TOP PIN# 13. Location: Portland, OR Quantity: 16 • 1 1/4" DIA. PIN 0 3/4" DIA. PIN Delivery: R1 Project Number: 08034065 C) WEB, 1 112" DIA. & WEB GAUGE ( 2" DIA. • Copyright ® 2007 by 'Level TJH'•, and TJ- OpenWeb"' are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho. ILovele, TM), and Trus Joist® are registered trademarks of !Level, A Weyerhaeuser Business, Boise, Idaho, USA. W I • • Project: Pactrust Building Type: Al • Qty: ��,�,I„n� Business Location: Portland, OR Qty 14 . TJ- OpenWeb" v4.42.1 Delivery: R1 Project Number: 08034065 1/16/2009 9:55:02 AM PAGE 1 Rel. Desc.: Roof OW THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span = 36' 10.500" • • 2.00" • 24.000" TJHTm OPEN WEB TRUSS 4.50" •— Parallel Profile i • i - 8.75" Top Chord Slope = .125/12 I 2.00" 2.00" I } • LOADS: nsions are horizontal. Product diagram is conceptual. Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 10 Dead • (top chord), 5 Dead (bottom chord), @ 48.000" O.C. and: LOAD GROUP #1 @ 48.000" O.C.- UPLIFT TYPE. CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -6.6 .1 - 7.500" to 37' 2.750" Replaces TC WIND UPLIFT Uniform(psf) W(1.33) 0 0 - 2.000" to 37' 0.500" Replaces BC ZEROED OUT DL • LOAD GROUP #2 @ 48.000" O.C. - SEISMIC TYPE CLASS LIVE (2) DEAD LOCATION (1) APPL APPLIED TO COMMENT Strap(Ibs) E(1.33) 3616 0 Left End Adds to TC OUT -OF -PLANE TENSION LOAD GROUP #3 @ 48.000" O.C.- SEISMIC TYPE CLASS • LIVE (2) DEAD LOCATION (1) APPL APPLIED TO COMMENT Strap(Ibs) E(1.33) -3616 0 Left End Adds to TC OUT -OF -PLANE COMPRESSIC (1) Location is specified from left reference point unless noted otherwise. (2) All Earthquake loads are Strength Based. • SUPPORTS: LEFT SUPPORT (Angle: 0 °) RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Material: Wood Beam 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: 87% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 3040 S (1.15) -499 W (1.33) 3003 S (1.15) -492 W (1.33) Live Load (Ibs) 1906 -503 1880 -496 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 1.191" (U371) Deflection (Live Load) Span: 0.745" (U594) 'Center Span Camber: 1.191 ", Recommended • Copyright ® 2007 by (Level TJHTM and TJ- OpenWebTM are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. level®, TA, and Trus Joist® are registered trademarks of level, A Weyerhaeuser Business, Boise, Idaho, USA. • • Ti wycht Project: Pactrust Building Type: Al IrA iyerl vhuusa Business TJ- OpenWebTM v4.42.1 1/16/2009 9:55:02 AM PAGE 2 • ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by !Level (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ 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 TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 159.7 plf OPERATOR INFORMATION Dave Vanderzanden (503) 520-7114 • • • • • • • copyright ® 2007 by iLevel TJHTM and TJ- OpenWebTM are trademarks of (Level, A Weyerhaeuser Business. Boise, Idaho, USA. iLevel®, TJ ®, and Trus Joist® are registered trademarks of Level, A Weyerhaeuser Business, Boise, Idaho, USA. • I , 14.0. DO NOT SCALE THIS TRUSS PROFILE � AVi,yralla 113v :h al /mi TJ- OpenWeb"' v4.42.1 • 1116/2009 9:55:02 AM • 47 � " 7.66 " 12 @ 36.846" }t 4 C . 0 0 0 0 0 0 • - • ., 24.0 0 14 16 m 16 ` m ( 1g' Nt16 16' 1 16 16 16 16 • . 16 16) (16) 16 16 16 06 16 m m m L �, . , • . . O O O • • O U • I • 20.96" I l'• 11 @ 36.812" I t 20.63" T - • • • — 36' 10.124" Left First Web Distance: 18.423" Top Chord Material: 2- 2 X 6 2100FB MSR Bottom Chord Material: 2- 2 X 6 2100FB MSR Camber: 1.191" Bottom Chord Slope: 0.125/12 TJHTm SERIES LEGEND O Z-Clip with base plates ® LEFT TOP PIN# 1. Project: Pactrust Building Truss ID: Al Z -Clip with base platos @ RIGHT TOP PIN# 13. Location: Portland, OR Quantity: 14 0 1 1/4" DIA. PIN 0 3/4• DIA. PIN Delivery: R1 Project Number: 08034065 0 WEB, 1 1/2" DIA. & WEB GAUGE Li 2" DIA. Copyright ® 2007 by !Level TJH'r. and TJ -OpenWebT" are trademarks of !Level, A Weyerhaeuser Business, Boise, Idaho. iLovole, TJD, and Trus Joist® are registered trademarks of 'Level, A Weyerhaeuser Business. Boise, Idaho, USA. • • • Project: Pactrust Building Type: A2 A■XttivhaeusaBusinc4 Location: Portland, OR Qty: 40 TJ- openweb *" v4.42.1 Delivery: R1 Project Number: 08034065 1/16/2009 10:52:25 AM PAGE 1 Rel. Desc.: Roof OW • THIS PRODUCT MEETS OR EXCEEDS THE SET_DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span = 36' 9.000" H " T � -. z.00° 24.000" TJH OPEN WEB TRUSS 4.50" . I I I l l Parallel Profile 5.50•• ' � 1 Top Chord Slope = .125/12 a175 2.00" 2.00" tt LOADS nslons are horizontal. Product diagram is conceptual. • Analysis for Open -web Member Supporting SNOW Structural Classification. • Loads (psf): 25 Snow at 115% duration, 10 Dead (top chord), 5 Dead (bottom chord), @ 48.000" O.C. and: • • LOAD GROUP #1 @ 48.000" O.C.- UPLIFT • TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -6.6 .1 . - 7.500" to 37 1.250" Replaces TC WIND UPLIFT Uniform(psf) W(1.33) 0 • 0 - 2.000" to 36' 11.000" Replaces BC ZEROED OUT DL • LOAD GROUP #2 @ 48.000" O.C. - SEISMIC TYPE CLASS LIVE (2) DEAD LOCATION (1) APPL APPLIED TO COMMENT Strap(lbs) E(1.33) 3616 0 Left End Adds to TC OUT -OF -PLANE TENSION LOAD GROUP #3 @ 48.000" O.C. - SEISMIC TYPE CLASS LIVE (2) DEAD LOCATION (1) APPL APPLIED TO COMMENT Strap(lbs) E(1.33) -3616 0 Left End Adds to TC OUT -OF -PLANE COMPRESSIC • (1) Location is specified from left reference point unless noted otherwise. (2) All Earthquake loads are Strength Based. SUPPORTS: LEFT SUPPORT (Angle: 0 °) RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Material: Wood Beam 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: 99.7% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 3030 S (1.15) -497 W (1.33) 2993 S (1.15) -490 W (1.33) Live Load •(Ibs) 1900 -502 1873 -495 DEFLECTIONS & CAMBER: • Deflection (Total Load) Span: 1.176" (L/375) Deflection (Live Load) Span: 0.735" (L/600) Center Span Camber: 1.176 ", Recommended . • • • • Copyright ® 2007 by iLevel TJHTM and TJ- OpenWebm' are trademarks of ILevel, A Weyerhaeuser Business, Boise, Idaho, USA. (Level ®, TJ ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. • • • • • ® �j� �C Project: Pactrust Building Type: A2 C / A' r h u s e r r Buenas TJ- OpenWebTM v4.42.1 . 1/16/2009 10:52:25 AM PAGE 2 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ 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 TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 159.7 plf • OPERATOR INFORMATION Dave Vanderzanden (503) 520 -7114 • • • • • • • • • • Copyright © 2007 by Level TJHTM and TJ- OpenWeb" are trademarks of Level, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel ®, TJ ®, and Trus Joist® are registered trademarks of (Level, A Weyerhaeuser Business, Boise, Idaho, USA. • i • 114,m, DO NOT SCALE THIS TRUSS PROFILE • + A' Iiscuacr lltei,r.4 TJ- OpenWeb'" v4.42.1 1/1612009 10:52:25 AM 7.66 " � ` 12 @ 36.721 4.47" It tI - -T— . • 0 0 0 .0 o 0 0 0 24.000' � m m 16 m i6 � � is 1 16 16 16 16� ie is 16 16 10 1a • U J O O O O 0 O I • 20.89" I 11 @ 36.688" { t 20.57" 1 t 36' 8.624" Left First Web Distance: 18.360" • Top Chord Material: 2- 2 X 6 2100FB MSR Bottom Chord Material: 2- 2 X 6 2100FB MSR Camber: 1.176" Bottom Chord Slope: 0.125/12 TJHTA° SERIES LEGEND ® Z -Clip with base platos ® LEFT TOP PIN# 1. Project: Pactrust Building Truss ID: A2 Z -Clip with base plates @ RIGHT TOP PIN# 13. Location: Portland, OR Quantity: 40 • 1 1/4" DIA. PIN a 3/4" DIA. PIN Delivery: R1 Project Number: 08034065 n WEB, 1 1/2" DIA. & WEB GAUGE 1 2" DIA. Copyright ®2007 by Level TJH°, and TJ -0penWebe' are trademarks of ILovcl, A Weyerhaeuser Business, Boise, Idaho. LLoveta, TM, and Trus Joist® are registered trademarks of ILovcl, A Weyerhaeuser Business, Boise, Idaho, USA. . . • •