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Specifications 6W.9 Co i ' .. W -- a. 111/ tzx tn BUILDING DIVISION s ,; SHOP DRAWINGS TRANSMITTAL LETTER � T�IjG4It 4 TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED JUL 2 2 2008 FROM: aA.MtP Z. /1)/6156`A.) CITY OFTIGA O BUILDING DIVISION COMPANY: gA g PHONE: 40.3 - %?'. - e,9 ( arm BxaY •Z47 -8*7 RE: 9975 SW FREWING BUP2008 -00167 (Site Address) (Permit/Case Number) VISION WORLD (Project name or subdivision name and lot number) Structural Plan Review Item #: 15 ATTACHED ARE THE FOLLOWING ITEMS: Cope ' ..ID " .; 7 R :Copses• :Descript>ion . ........ .. '.... '.. ;i ; Light gauge steel framing Reinforcing steel Steel decking Structural & miscellaneous steel 1 Other (explain): WOOD JOIST AND BEAM DRAWINGS G5rii Y 4 Shop drawings are stamped and signed by the design professional in responsible charge as to having been reviewed and found to be in general conformance to the design of the building. 1: \Building \Forms \Transmittal Letter- ShopDrawings.doc 11/27/07 e 1ST® Product commercial Package g Pacific Park Plaza - Vision World Tigard, OR #08- 030462 Reference Documents: 6/9/2008 Title By Date Rev. # Sheets — Architectural Drawings Toni King and Associates 4/29/2008 1.1 -1.5 Structural Drawings TMR Consulting engineers 5/1/2008 S1 -S4 Mechanical Drawings Fire Sprinkler Drawings Steel Shop Drawings If you have questions, please call the following: Your iLevel Trus Joist Commercial Technical Representative: Dave Newman (949) 455-8274 Or the Project Coordinator: Jennie Newman (503) 520 -7405 Or our Engineering Department: Dimce Stancev (614) 430 -1572 Calculations pp. 1 to Drawings pp. 1 to Our engineering responsibility is limited to the design of iLevel Trus Joist Commercial products in accordance with the above referenced documents based on design loads specified by the engineer of record. 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 iLevel Trus Joist Commercial 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 Product 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, consistency with building design, quantities and dimensions. I also agree that erection of the materials is the sole responsibility of the installer. Check One: (For Revise & Resubmit, note corrections and return without Signature) 7 ° 4 a n Approved, no change Purchaser , / ' , . Date Approved as corrected By ;.r�_�;; : � 1._ Title / iLevelT" Trus Joist® Commercial Production Engineering Group • 1900 Polaris Parkway Suite 300 - Columbus, OH 43240 -4035 Ph: (614) 781 -5840 or (800) 456 -4787 • Fax: (614) 848 -3171 , . PYCEPTION NOTED D IVIAKEcoRREcTioNs NOTED e REJECTED D REvIsE AND RESUBMIT J THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN CONCErT ONLY. ANY DEVIATION FROM PLANS OR SPECIFICATICNS NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT EiF.F.N REVIEWED. REVIEW SH.ALL NOT CONSTITUTE A COMPL E TS CF.F.C;i; ALL DETAILED DIMEt OR COUNT OR SERVE TO FiEuD/E. THE CONTRACTOR OF CONTRACTUAL RESPON32ILITY FOR ANY EP,ROR OR DEVIATION FROM CC?'TPACT R50UPEM.NTS . T F;PPE11" CONSULTHG P.K.=;iNEEPS FORL.AN E:ON Dat &/Z A • • 4' ve Al by .tit ,trhae' -s r 16" TJI® /L65 @ 24" o/c T4Beama0 6.30 Serial Number: 7004100381 User:4 6/10/200811:10:47AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ©: :© g• Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Ply Depth Nailing Detail Other Width Length Live /Dead /Uplift/Total Depth 1 Glulam or solid sawn lumber beam 3.38" Hanger 1125 / 135 / 0 / 1260 1 16.00" N/A Face Nail Hanger None 2 Glulam or solid sawn lumber beam 3.38" Hanger 1125 / 135 / 0 / 1260 1 16.00" N/A Face Nail Hanger None HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger MIU2.56/16 0/12 0 No N/A N/A Douglas Fir 2 Face Mount Hanger MIU2.56/16 0/12 0 No N/A N/A Douglas Fir - Nailing for Support 1: Face: 24 -N10 , Top N /A, Member: 2 -N10 - Nailing for Support 2: Face: 24 -N10 , Top N /A, Member: 2 -N10 DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 1181 -1181 2330 Passed (51 %) Rt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction (lbs) 1181 1181 1885 Passed (63 %) Bearing 2 under Floor (Primary Load Group) loading Moment (Ft -Lbs) 2492 2492 9210 Passed (27 %) MID Span 1 under Floor (Primary Load Group) loading Live Load Defl (in) 0.053 0.281 Passed (L/999 +) MID Span 1 under Floor (Primary Load Group) loading Total Load Defl (in) 0.060 0.422 Passed (L/999 +) MID Span 1 under Floor (Primary Load Group) loading TJPro 65 Any Passed Span 1 - Deflection Criteria: MINIMUM (LL:L /360,TL:L/240,ALT:L/480 @50.0 psf). - Deflection analysis is based on composite action with single layer of 23/32" Panels (24" Span Rating) NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 7' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 lbs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. TJ -Pro RATING SYSTEM - The TJ -Pro Rating System value provides additional floor performance information and is based on a NAILED 23/32" Panels (24" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.61 • PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright a 2007 by iLevel©, Federal Way, WA. TJI© and TJ -Beam© are registered trademarks of iLeve1'. e -I Joist ",Pro' and TJ -Pro are trademarks of iLevel'- Simpson Strong - Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \0B - 030000 \08 - 030462 - Pacific Park Plaza \TJ Calcs \A1.sms few Al by weywhzeuser 16" TJI®/L65 @ 24" o/c T., -Beam A® 6.30 Serial Number: 7004100381 User:4 6/10/2008 11:10:47 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30 14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. Operator Notes: Web Stiffeners required at both bearings PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright a 2007 by iLevel Federal Way, WA. TJI® and TJ -Beam® are registered trademarks of iLevel''. e -I Joist"', Pro" and TJ -Pro' are trademarks of iLevel®'. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \08 - 030000 \08 - 030462 - Pacific Park Plaza \TJ Calcs \A1.sms '®. A2 (work for A, A3, A4 and A6) by ,,,,, ;'-rhae user 16" TJI® /L65 @ 24" o/c TJw3eam0 6.30 Serial Number: 7004100381 User:4 6/10/200811:11:50AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED I � 15`11" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live /Dead /Uplift/Total Depth 1 Timberstrand LSL Beam 1.50" Hanger 1987 / 238 / 0 / 2225 1 16.00" N/A Face Nail Hanger None 2 Parallam PSL Beam 1.75" Hanger 1992 / 239 / 0 / 2231 1 16.00" N/A Face Nail Hanger None - Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Strong - Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger MIU2.56/16 0/12 0 No N/A N/A N/A 2 Face Mount Hanger MIU2.56/16 0/12 0 No N/A N/A N/A - Nailing for Support 1: Face: 24 -N10 , Top N /A, Member: 2 -N10 - Nailing for Support 2: Face: 24 -N10 , Top N /A, Member: 2 -N10 DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 2190 -2190 2330 Passed (94 %) Rt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction (lbs) 2190 2190 2625 Passed (83 %) Bearing 2 under Floor (Primary Load Group) loading Moment (Ft -Lbs) 8568 8568 9210 Passed (93 %) MID Span 1 under Floor (Primary Load Group) loading Live Load Defl (in) 0.416 0.522 Passed (L/451) MID Span 1 under Floor (Primary Load Group) loading Total Load Defl (in) 0.466 0.782 Passed (L/403) MID Span 1 under Floor (Primary Load Group) loading TJPro 51 Any Passed Span 1 - Deflection Criteria: MINIMUM (LL:L /360,TL:L/240,ALT:L/480 @50.0 psf). - Deflection analysis is based on composite action with single layer of 23/32" Panels (24" Span Rating) NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - 2000 lbs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. TJ -Pro RATING SYSTEM - The TJ -Pro Rating System value provides additional floor performance information and is based on a NAILED 23/32" Panels (24" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.61 PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright '' 2007 by iLevele, Federal Way, WA. TJIe,TJ- Eeame,TimberStrand and Parallame are registered trademarks of ilevele. e -I Joist'",Pro' and TJ -Pro' are trademarks of iLevele. Simpson Strong -Tie Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CcstomEng \Production \08 - 030000 \08 - 030962 - Pacific Park Plaza \TJ Calcs \A2.sms A2 (work for A, A3, A4 and A6) by ` "`- ,..,hae,user 16" TJ I®/L65 @ 24" o/c TJrdeam® 6.30 Serial Number: 7004100381 User:4 6/10/2008 11:11:50 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright 'r 2007 by iLevel ° , Federal Way, WA. TJI °,TJ- Beam ©,TimberStrand° and Parallam'`-' are registered trademarks of iLevel. " -'. e -I Joist'", Pro' and TJ -Pro' are trademarks of iLevel®. Simpson Strong -Tie" Connectors is a registered trademark of Simpson Strong Tie Company, Inc. S: \CustomEng \Production \08 - 030000 \08 - 0 - Pacific Park Plaza \TJ Calcs \A2.sms A5 by l'Jeyr h , ,r 16" TJI® /L65 @ 19.2" o/c TJ Zieam® 6.30 Serial Number: 7004100381 User:4 6/6/20082:07:54PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED �i ;© 18' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live /Dead /Uplift/Total Depth 1 Glulam or solid sawn lumber beam 3.38" Hanger 1816 / 218 / 0 / 2034 1 16.00" N/A Face Nail Hanger None 2 Timberstrand LSL Beam 1.50" Hanger 1784 / 214 / 0 / 1999 1 16.00" N/A Face Nail Hanger None -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger MIU2.56/16 0/12 0 No N/A N/A Douglas Fir 2 Face Mount Hanger MIU2.56/16 0/12 0 No N/A N/A N/A - Nailing for Support 1: Face: 24 -N10 , Top N /A, Member: 2 -N10 - Nailing for Support 2: Face: 24 -N10 , Top N /A, Member: 2 -N10 DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 1971 -1971 2330 Passed (85 %) Rt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction (lbs) 1971 1971 2625 Passed (75 %) Bearing 2 under Floor (Primary Load Group) loading Moment (Ft -Lbs) 8667 8667 9210 Passed (94 %) MID Span 1 under Floor (Primary Load Group) loading Live Load Defl (in) 0.517 0.586 Passed (U409) MID Span 1 under Floor (Primary Load Group) loading Total Load Defl (in) 0.579 0.880 Passed (U365) MID Span 1 under Floor (Primary Load Group) loading TJPro 49 Any Passed Span 1 - Deflection Criteria: MINIMUM (LL:U360,TL:U240,ALT:0.400" @50.0 psf). - Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 lbs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.76 PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright ® 2007 by iLevel ®, Federal Way, WA. TJI ®,TJ -Beam® and TimberStrand® are registered trademarks of iLevel ®. e -I Joist', ProTM and TJ -Pro" are trademarks of iLevel ®. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \08 - 030000 \08 - 030462 - Pacific Park Plaza \TJ Calcs \AS.sms ev�`e A5 ' fl by Weyerhaeuser 16" TJI®/L65 @ 19.2" o/c TAeam® 6.30 Serial Number: 7004100381 User:4 6/6/2006 2:07:55 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. - THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright O 2007 by iLevel®, Federal Way, WA. TJI ®,TJ -Beam® and TimberStrand® are registered trademarks of iLevel ®. e -I Joist '",Pro'" and TJ- Pro"' are trademarks of iLevel ®. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \08 - 030 \ - 030462 - Pacific Park Plaza \TJ Calcs \AS.sms by Weyerhaeuser 16" TJI® /L65 @ 24" o/c TT -Beam 6.30 Serial Number: 7004100381 User:4 6/10/200811:11:29AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED s 7' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live /Dead /Uplift/Total Depth 1 Glulam or solid sawn lumber beam 3.38" Hanger 895 / 107 / 0 / 1002 1 16.00" N/A Face Nail Hanger None 2 Timberstrand LSL Beam 1.50" Hanger 855 / 103 / 0 / 958 1 16.00" N/A Face Nail Hanger None -Web stiffeners are required at support(s): 1. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Strong - Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger U314X R45 0/12 45 (Right) No N/A N/A Douglas Fir 2 Face Mount Hanger MIU2.56/16 0/12 0 No N/A N/A N/A - Nailing for Support 1: Face: 16 -N10 , Top N /A, Member: 6 -N10 - Nailing for Support 2: Face: 24 -N10 , Top N /A, Member: 2 -N10 DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 1000 1000 2330 Passed (43 %) Rt. end Span 1 under Concentrated loading Vertical Reaction (Ibs) 995 995 1885 Passed (53 %) Bearing 2 under Concentrated loading Moment (Ft -Lbs) 1522 1522 9210 Passed (17 %) MID Span 1 under Floor (Primary Load Group) loading Live Load Defl (in) 0.026 0.220 Passed (U999 +) MID Span 1 under Floor (Primary Load Group) loading Total Load Defl (in) 0.029 0.330 Passed (L/999 +) MID Span 1 under Floor (Primary Load Group) loading TJPro 68 Any Passed Span 1 - Deflection Criteria: MINIMUM (LL:U360,TL:U240,ALT:U480 @50.0 psf). - Deflection analysis is based on composite action with single layer of 23/32" Panels (24" Span Rating) NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 7' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 lbs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. TJ -Pro RATING SYSTEM - The TJ -Pro Rating System value provides additional floor performance information and is based on a NAILED 23/32" Panels (24" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.61 PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright ° 2007 by iLevel °, Federal Way, WA. TJI °,TJ -Beam° and TimberStrand° are registered trademarks of iLevel °. e -I Joist'", Pro" and TJ -Pro" are trademarks of iLevel"-. Simpson Strong -Tie° Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \08 - 030000 \08 - 030462 - Pacific Park Plaza \TJ Calcs \A6.sms �\ A6 :'v'e,erhse,sef 16" TJI®/L65 @ 24" o/c TJ'Beam® 6.30 Serial Number: 7004100381 User:4 6/10/200811:11:29AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. Operator Notes: Web Stiffeners required at both bearings PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright 'r 2007 by iLevel', Federal Way, WA. TJI °,TJ -Beam and TimberStrand' are registered trademarks of iLevel®. e -I Joist'",Pro'" and TJ -Pro' are trademarks of iLevel® . Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \08 - 030000 \08 - 030462 - Pacific Park Plaza \TJ Calcs \A6.sms PA1 by Weyerhaeuser 3 1/2" x 16" 2.0E Parallam® PSL TJJBeam® 6.30 Serial Number: 7004100381 User:4 6/6/20082:11:25PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 6 11' 4 Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 11' 5" Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live /Dead /Uplift/Total Depth 1 Parallam PSL Beam 7.00" Hanger 7938 / 1050 / 0 / 8988 1 16.00" N/A L3 None 2 Wood column 7.00" 7.00" 7760 / 1026 / 0 / 8786 N/A N/A N/A L5 None HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger HGLTV3.516 0/12 0 N/A No 0 N/A - Nailing for Support 1: Face: 12 -16d , Top 6 -16d , Member: 6 -16d DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 8045 5891 10827 Passed (54 %) Lt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction (lbs) 8988 8988 8988 Passed (100 %) Bearing 1 under Floor (Primary Load Group) loading Moment (Ft -Lbs) 20030 20030 34955 Passed (57 %) MID Span 1 under Floor (Primary Load Group) loading Live Load Defl (in) 0.169 0.332 Passed (U709) MID Span 1 under Floor (Primary Load Group) loading Total Load Defl (in) 0.191 0.498 Passed (11626) MID Span 1 under Floor (Primary Load Group) loading - Deflection Criteria: MINIMUM (LL:L/360,TL:U240,ALT:L1480 @50.0 psf). - Bracing(Lu): All compression edges (top and bottom) must be braced at 11' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 lbs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright J 2007 by iLevel ®, Federal Way, WA. Parallam® and Parallam® are registered trademarks of iLevel ®. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \08 - 0300 \ - 030462 - Pacific Park Plaza \TJ Calcs \PAl.sms viw i, PA2 by Weyerhae,br 3 1/2" x 16" 2.0E Parallam® PSL TJ- Beam 6.30 Serial Number: 7004100381 User:4 6/6/20082:24:34PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED AX :© 19' Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 562.5 67.5 0 To 9' 6" Replaces wider spacing Uniform(plf) Floor(1.00) 218.7 26.3 9' 6" To 19' Replaces one side framing Point(lbs) Floor(1.00) 688 131 9' 6" - PA3 reaction SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live /Dead /Uplift/Total Depth 1 Wood column 5.50" 5.50" 4860 / 771 / 0 / 5632 N/A N/A N/A L5 None 2 Glulam or solid sawn lumber beam 6.75" Hanger 3249 / 583 / 0 / 3832 1 16.00" N/A L3 None HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 Top Mount Hanger HWU3.56/16X L45 0/12 45 (Left) N/A No 0 Douglas Fir - Nailing for Support 2: Face: 4 -16d , Top 4 -16d , Member: 6 -N10 DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 5416 4472 10827 Passed (41 %) Lt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction (lbs) 3832 3832 3832 Passed (100 %) Bearing 2 under Floor (Primary Load Group) loading Moment (Ft -Lbs) 22651 22651 34955 Passed (65 %) MID Span 1 under Floor (Primary Load Group) loading Live Load Defl (in) 0.500 0.603 Passed (U434) MID Span 1 under Floor (Primary Load Group) loading Total Load Defl (in) 0.584 0.905 Passed (U372) MID Span 1 under Floor (Primary Load Group) loading - Deflection Criteria: MINIMUM (LL:L/360,TL:U240,ALT:0.400" @50.0 psf). - Bracing(Lu): All compression edges (top and bottom) must be braced at 19' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright ° 2007 by iLevel ° , Federal Way, WA. Parallam° is a registered trademark of iLevel °. Simpson Strong -Tie Connectors is a registered trademark of Simpson Strcng -Tie Company, Inc. S: \CustomEng \Production \08 - 030000 \08 - 030462 - Pacific Park Plaza \TJ Calcs \PA2.sms u PA2 byW<.yerh,e. -=Pr 3 1/2" x 16" 2.0E Parallam® PSL TJ -Beam® 6.30 Serial Number: 7004100381 User:4 6/6/20082:24:34PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -NOTE: The design assumes that the full width of the beam member is supported for the reported minimum bearing length at the skewed support. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright ° 2007 by iLevel °, Federal Way, WA. Parallam is a registered trademark of iLevel °. Simpson Strong -Tie° Connectors !s a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \08 - 030000 \08 - 030462 - Pacific Park Plaza \TJ Calcs \PA2.sms ne PA3 1, A by Weyerhaeuser 3 1/2" x 16" 2.0E Parallam® PSL 1 -Beam® 6.30 Serial Number: 7004100381 User:4 6/6/2008 2:12:50 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED r 4- 6, 6" Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 2' Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live /Dead /Uplift/Total Depth 1 Glulam or solid sawn lumber beam 3.38" Hanger 688 / 131 / 0 / 818 1 16.00" N/A L3 None 2 Glulam or solid sawn lumber beam 3.38" Hanger 688 / 131 / 0 / 818 1 16.00" N/A L3 None HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger HUC416 0/12 0 Yes N/A N/A Douglas Fir 2 Face Mount Hanger HUC416 0/12 0 Yes N/A N/A Douglas Fir - Nailing for Support 1: Face: 20 -10d , Top N /A, Member: 8 -10d - Nailing for Support 2: Face: 20 -10d , Top N /A, Member: 8 -10d DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 1000 1000 10827 Passed (9 %) Rt. end Span 1 under Concentrated loading Vertical Reaction (lbs) 995 995 995 Passed (100 %) Bearing 2 under Concentrated loading Moment (Ft -Lbs) 906 906 34955 Passed (3 %) MID Span 1 under Floor (Primary Load Group) loading Live Load Defl (in) 0.003 0.165 Passed (L/999 +) MID Span 1 under Floor (Primary Load Group) loading Total Load Defl (in) 0.004 0.247 Passed (L/999 +) MID Span 1 under Floor (Primary Load Group) loading - Deflection Criteria: MINIMUM (LL:U360,TL:U240,ALT:U480 @50.0 psf). - Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 lbs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. - THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright O 2007 by iLevel®, Federal Way, WA. Parallam® is a registered trademark of iLevel ®. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \08 - 030000 \08 - 03 - Pacific Park Plaza \TJ Calcs \PA3.sms a e'> PA4 • by `s:uyFrh °euser 3 1/2" x 16" 2.0E Parallam® PSL TJ- Beam 6.30 Serial Number: 7004100381 User:4 6/6/20082:25:14PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 20' 4" 0; �© b 46' 4 4'1 " Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 5' 3" Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Floor(1.00) 688 131 20' 2" - PA3 reaction SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live /Dead /Uplift/Total 1 Wood column 5.50" 5.50" 5359 / 693 / 0 / 6053 L5 None 2 Wood column 6.00" 6.00" 9249 / 1394 / 0 / 10643 L5 None PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright ° 2007 by iLevel °, Federal Way, WA. Parallam is a registered trademark of iLevel°. 5: \CustomEng \Production \08 - 030000 \08 - 030 - Pacific Park Plaza \TJ Calcs \PA4.sms e V ' e PA4 by WP.yerhae,ser 3 1/2" x 16" 2.0E Parallam® PSL TJ- Beam 6.30 Serial Number: 7004100381 User:4 6/6/20082:25:14PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -6563 -5372 10827 Passed (50 %) Rt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction 10643 10643 15750 Passed (68 %) Bearing 2 under Floor (Primary Load Group) loading (Ibs) Moment (Ft -Lbs) 22367 22367 34955 Passed (64 %) MID Span 1 under Floor (Primary Load Group) ALTERNATE span loading Live Load Defl (in) 0.414 0.522 Passed MID Span 1 under Floor (Primary Load Group) ALTERNATE span (L/454) loading Total Load Defl (in) 0.457 0.783 Passed MID Span 1 under Floor (Primary Load Group) ALTERNATE span (L/412) loading - Deflection Criteria: MINIMUM (LL:U360,TL:U240,ALT:U480 @50.0 psf). - Bracing(Lu): All compression edges (top and bottom) must be braced at 20' 4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright 2007 by iLevel°, Federal Way, WA. Parallam is a registered trademark of iLevel°. S: \CustomEng \Production \08 - 030000 \08 - 030462 - Pacific Park Plaza \TJ Calcs \PA4.sms e � PA5 b•Weyerhac:us: 3 1/2" x 16" 2.0E Parallam® PSL TJ -Beam® 6.30 Serial Number: 7004100381 User:4 6/6/20082:14:14PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version.6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 15' Tar b 7' 4" Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 7' 10" Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live /Dead /Uplift/Total Depth 1 Parallam PSL Beam 3.50" Hanger 3434 / 418 / 0 / 3852 1 16.00" N/A L3 None 2 Wood column 5.50" 5.50" 8826 / 1217 / 0 / 10043 N/A N/A N/A L5 None 3 Steel column 5.00" 5.00" 3312 / 390 / -99 / 3702 N/A N/A N/A L5 None HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger BA3.56/16 0/12 0 N/A No 0 N/A - Nailing for Support 1: Face: 10 -10d , Top 6 -10d , Member: 2 -N10 DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -5091 -3350 10827 Passed (31%) Rt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction 3852 3852 3852 Passed (100 %) Bearing 1 under Floor (Primary Load Group) ALTERNATE span (Ibs) loading Moment (Ft -Lbs) -7248 -7248 34955 Passed (21%) Bearing 2 under Floor (Primary Load Group) loading Live Load Defl (in) 0.029 0.246 Passed MID Span 1 under Floor (Primary Load Group) ALTERNATE span (U999 +) loading Total Load Defl (in) 0.032 0.369 Passed MID Span 1 under Floor (Primary Load Group) ALTERNATE span (U999 +) loading - Deflection Criteria: MINIMUM (LL:U360,TL:U240,ALT:U480 @50.0 psf). - Bracing(Lu): All compression edges (top and bottom) must be braced at 15' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright O 2007 by iLevel®, Federal Way, WA. Parallam® and Parallam® are registered trademarks of iLevel ®. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \08 - 0 30000 \ - 030462 - Pacific Park Plaza \TJ Calcs \PAS.sms ft. .e! PA6 by`Neyerhaeuser 3 1/2" x 16" 2.0E Parallam® PSL TJ- Beam 6.30 Serial Number: 7004100381 User:4 6/6/20082:26:15PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30 14 CONTROLS FOR THE APPLICATION AND LOADS LISTED . I Overall Dimension: 11' 4" ail 1.6" b g' 10" • Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 8' 6" Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 5299 784 1' 8 1/2" - PA7 reaction Point(lbs) Floor(1.00) 3434 418 11' 1/2" - PA5 reaction SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live /Dead /Uplift/Total 1 Wood column 5.50" 5.50" 12233 / 1730 / 0 / 13963 L5 None 2 Wood column 5.50" 5.50" 8713 / 1115 / 0 / 9828 L5 None PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright © 2007 by iLevel, Federal Way, WA. Parallam® is a registered trademark of iLevela. Sr \CustomEng \Production \08 - 030000 \08 - 030462 - Pacific Park Plaza\TJ Calcs \PA6.sms "!. PA6 by Weyerhaeuser 3 1/2" x 16" 2.0E Parallam® PSL TJ- Beam 6.30 Serial Number: 7004100381 User:4 6/6/2008 2:26:16 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ups) 5792 3905 10827 Passed (36 %) Lt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction 13963 13963 14438 Passed (97 %) Bearing 1 under Floor (Primary Load Group) loading (Ibs) Moment (Ft -Lbs) 12864 12864 34955 Passed (37 %) MID Span 1 under Floor (Primary Load Group) ALTERNATE span loading Live Load Defl (in) 0.097 0.309 Passed MID Span 1 under Floor (Primary Load Group) ALTERNATE span (L1999 +) loading Total Load Defl (in) 0.110 0.464 Passed MID Span 1 under Floor (Primary Load Group) ALTERNATE span (U999 +) loading - Deflection Criteria: MINIMUM (LL:U360,TL:U240,ALT:U480 @50.0 psf). - Bracing(Lu): All compression edges (top and bottom) must be braced at 11' 4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 lbs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright o 2007 by iLevel ' Federal Way, WA. Parallam is a registered trademark of iLevel®. S: \CustomEng \Production \08-030000 \08 - 030462 - Pacific Park Plaza \TJ Calcs \PA6.sms ee 5 PA7 by Weyerhaeuser 3 1/2" x 16" 2.0E Parallam® PSL Tf Beam® 6.30 Serial Number: 7004100381 User:4 6/6/2008 2:16:09 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6,30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 6 17' 4 Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 5' Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live /Dead /Uplift/Total Depth 1 Wood column 5.50" 5.50" 5326 /788 / 0 /6113 N/A N/A N/A L5 None 2 Parallam PSL Beam 3.50" Hanger 5299 / 784 / 0 / 6084 1 16.00" N/A L3 None HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 Top Mount Hanger HGLTV3.516 0/12 0 N/A No 0 N/A - Nailing for Support 2: Face: 12 -16d , Top 6 -16d , Member: 6 -16d DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 5874 -4918 10827 Passed (45 %) Rt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction (lbs) 6084 6084 6084 Passed (100 %) Bearing 2 under Floor (Primary Load Group) loading Moment (Ft -Lbs) 24048 24048 34955 Passed (69 %) MID Span 1 under Floor (Primary Load Group) loading Live Load Defl (in) 0.466 0.546 Passed (U421) MID Span 1 under Floor (Primary Load Group) loading Total Load Defl (in) 0.535 0.819 Passed (U367) MID Span 1 under Floor (Primary Load Group) loading - Deflection Criteria: MINIMUM (LL:U360,TL:U240,ALT:0.400" @50.0 psf). - Bracing(Lu): All compression edges (top and bottom) must be braced at 17' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - 2000 Ibs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright ® 2007 by iLevel ®, Federal Way, WA. Parallam® and Parallam® are registered trademarks of iLevel ®. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \0e - 030000 \ - 030462 - Pacific Park Plaza \TJ Calcs \PA7.sms e PA8 by Weyerha_usv 3 1/2" x 16" 2.0E Parallam® PSL TJ -Beam® 6.30 Serial Number: 7004100381 User:4 6/6/2008 2:17:05 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 15' 9" 9 .9,. d 6 ' 1 .. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 8' Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Wood column 5.50" 5.50" 4281 / 565 / 0 / 4845 L5 None 2 Wood column 6.00" 6.00" 9895 / 1360 / 0 / 11256 L5 None 3 Glulam or solid sawn lumber beam 3.38" Hanger 2904 / 240 / -922 / 3144 Custom Detail Top Mount Hanger: BA3.516* -User specified custom detail for support: 3. DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) -6323 -4522 10827 Passed (42 %) Rt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction 3144 3144 3144 Passed (100 %) Bearing 3 under Floor (Primary Load Group) ALTERNATE span (lbs) loading Moment (Ft -Lbs) -9473 -9473 34955 Passed (27 %) Bearing 2 under Floor (Primary Load Group) loading Live Load Defl (in) 0.061 0.311 Passed MID Span 1 under Floor (Primary Load Group) ALTERNATE span (L/999 +) loading Total Load Defl (in) 0.069 0.467 Passed MID Span 1 under Floor (Primary Load Group) ALTERNATE span (U999 +) loading - Deflection Criteria: MINIMUM (LL:U360,TL:L/240,ALT:U480 @50.0 psf). - Bracing(Lu): All compression edges (top and bottom) must be braced at 15' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. - The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright ® 2007 by iLevel ®, Federal Way, WA. Parallam® is a registered trademark of iLevel ®. S: \CustomEng \Production \08 - 030000 \08 - 03 0462 - Pacific Park Plaza \TJ Calcs \PAB.sms PA8 e by Weyerhaeuser 3 1/2" x 16" 2.0E Parallam® PSL TJ -Beam® 6.30 Serial Number: 7004100381 User:4 6/6/20082:17:O6PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: At right end use Top Mount Hanger: BA3.516* Top: 6 - 16dx3.5" Face: 10 - 16dx3.5" Memeber: 8 - 10dx1.5" PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright O 2007 by iLevel ®, Federal Way, WA. Parallam® is a registered trademark of iLeveiW. s: \CustomEng \Production \08 - 030000 \08 - 03 - Pacific Park Plaza \TJ Calcs \PAB.sms 'eve PA9 by Weyerhaeuser 5 1/4" x 16" 2.0E Parallam® PSL TJ -Beam® 6.30 Serial Number: 7004100381 User:4 6/6/20082:17:56PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 17' 10" d Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 6' 5" Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live /Dead /Uplift/Total Depth 1 Glulam or solid sawn lumber beam 3.38" Hanger 7131 / 1089 / 0 / 8220 1 16.00" N/A L3 None 2 Wood column 5.50" 5.50" 7173 /1096 / 0 / 8268 N/A N/A N/A L5 None HANGERS: Simpson Strong - Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger HGLTV5.516 0/12 0 N/A No 0 Douglas Fir - Nailing for Support 1: Face: 12 -16d , Top 6 -16d , Member: 6 -16d DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 7960 6727 16240 Passed (41%) Lt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction (lbs) 8220 8220 8220 Passed (100 %) Bearing 1 under Floor (Primary Load Group) loading Moment (Ft -Lbs) 34266 34266 52432 Passed (65 %) MID Span 1 under Floor (Primary Load Group) loading Live Load Defl (in) 0.483 0.574 Passed (L/427) MID Span 1 under Floor (Primary Load Group) loading Total Load Defl (in) 0.557 0.861 Passed (U371) MID Span 1 under Floor (Primary Load Group) loading - Deflection Criteria: MINIMUM (LL:U360,TL:U240,ALT:0.400" @50.0 psf). - Bracing(Lu): All compression edges (top and bottom) must be braced at 17' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright C9 2007 by iLevel ®, Federal Way, WA. Parallam® is a registered trademark of iLevel ®. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \08 - 030000 \08 - 030462 - Pacific Park Plaza \TJ Calcs \PA9.sms Shire IA1 • b, Weyerh3e,ser 2 Pcs of 1 1/4" x 16" 1.3E TimberStrand® LSL TJ- Bearn® 6.30 Serial Number: 7004100381 User:4 6/6/2008 2:27:02 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED y' 11" A Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Office Bldgs - Offices (psf): 125.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Floor(1.00) 437.5 To 0.0 52.5 To 0.0 0 To 9' 11" Adds To triangle trib SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (lbs) Depth Live /Dead /U pl ifUTotal 1 Glulam or solid sawn 3.38" Hanger 2079 / 307 / 0 / 2386 1 16.00" N/A L3 None lumber beam 2 Stud wall 5.50" 4.25" 1330 / 218 / 0 / 1548 N/A N/A N/A End, 1 Ply 1 1/4" x 16" 1.3E Rim TimberStrand® LSL HANGERS: Simpson Strong - Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger LBV2.56/16X L45 0/12 45 (Left) N/A No 0 Douglas Fir - Nailing for Support 1: Face: 4 -10d , Top 6 -10d , Member: 2 -N10 DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 2207 1414 10667 Passed (13 %) Lt. end Span 1 under Floor (Primary Load Group) loading Vertical Reaction (lbs) 2386 2386 2386 Passed (100 %) Bearing 1 under Floor (Primary Load Group) loading Moment (Ft -Lbs) 4344 4344 14716 Passed (30 %) MID Span 1 under Floor (Primary Load Group) loading Live Load Defl (in) 0.069 0.310 Passed (L/999 +) MID Span 1 under Floor (Primary Load Group) loading Total Load Defl (in) 0.080 0.465 Passed (L/999 +) MID Span 1 under Floor (Primary Load Group) loading - Deflection Criteria: MINIMUM (LL:U360,TL:U240,ALT:U480 @50.0 psf). - Bracing(Lu): All compression edges (top and bottom) must be braced at 9' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 lbs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright ° 2007 by iLevel ", Federal Way, WA. TimberStrand is a registered trademark of iLevel°. Simpson Strong-Tie ° Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng\ Production \08 - 030000 \08 - 030462 - Pacific Park Plaza \TJ Calcs \LA1.sms e ` LA1 2 Pcs of 1 1/4" x 16" 1.3E TimberStrand® LSL TJ -Beam 6.30 Serial Number: 7004100381 User:4 6/6/2008 2:27:03 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevel® materials and code accepted design values. iLevel® 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. - THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -Note: See iLevel® Specifier's /Builder's Guide for multiple ply connection. -NOTE: The design assumes that the full width of the beam member is supported for the reported minimum bearing length at the skewed support. PROJECT INFORMATION: OPERATOR INFORMATION: Pacific Park Plaza - Vision World Dimce Stancev Tigard, OR Weyerhaeuser - Trus Joist 08- 030462 Copyright e 2007 by iLevel Federal Way, WA. TimberStrando is a registered trademark of iLevel'e. Simpson Strong -Tie Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. S: \CustomEng \Production \08 - 030000 \08 - 030462 - Pacific Park Plaza \TJ Calcs \LA1.sms "TRUS JOIST' !/ /y commercial Material List TJ Number 08-030462 ., ::.• - ••:,,. . Operator Dicme Stancev Project Name Pacific Park Plaza - Vision World Office Columbus • Location Tigard, OR Project Coordinator Jennie Newman Delivery D1: 08- 030462 - Mezz Floor Comment Preliminary: Not For Production Plant Stayton Status Out For Approval Latest Revision : Report Type Check TJI Products Joists Quantity Type Series Depth Length Profile Bevel Lt W.S. Lt Bevel Rt W.S. Rt P.E.T. Footage Notes Notes 1 C 0 14 A I TJI /L65 16 14'- 0.00" None Loose 1 Loose No 196.01 1 C 0 11 Al TJI /L65 16 9'- 0.00" None Loose Loose No 99.0 1 C 0 19 A2 TJI /L65 16 16'- 0.00" None Loose Loose No 304.0 1 C 0 8 A3 TJI /L65 1 16 10'- 6.00" None I Loose Loose No 84.01 I 1 C 0 9 A4 TJI /L65 1 16 11- 6.00" None I Loose 1 Loose No . 103.51 1 C 0 10 A5 TJI /L65 1 16 18'- 0.00" None I Loose I Loose 1 No 1 180.01 1 C 0 9 A6 TJI /L65 I 16 7'- 0.00" None I Loose Loose No _ 63.0 80 1 • • ' TJI /L65 16 Total 1029.5 TJI Products Web Stiffeners Quantity Type Series Depth Installation Location Standard Beveled Angle Length Width Bevel Cut Notes Notes 1 C 0 356 TJI /L65 16 I Loose I End I Std 1 Not Beveled 0.0 10.250 3.500 1 0.000 TJI Products Blocking Panels Quantity Type Series Depth Length End Blocks Custom Depth Series Substitution Notes Notes 1 C 0 3 1 TJI /L65 16 16.638 I %do End Blocks 1 I Allowed I 1 C 0 22 1 TJI /L65 16 21.438 I Wo End Blocks 1 1 Allowed Connectors Quantity Type Model Top Face Member Slope Skew Flg. Slope Flg. Angle Flg. Offset NetH Finish Notes Notes 1 C 0 163 H1 MIU2.56/16 1 I 24-N10 2 -N10 L I I 1 1 C 0 1 I H10 LBV2.56/16X 6-10d 4 -10d 2 -N10 1 SKL45 1 1 _ 1 C 0 14 1 H2 1 U314X 16-N10 6-N10 SKL45 I 1 C 0 2 H3 U314X 16-N10 6 -N10 SKR45 I 1 C 0 1 H4 HGLTV3.5161 6-16d 12 -16d 1 6 -16d _1 1 C 0 1 H5 1 HWU3.56 /16X1 4 -16d 4 -16d 6-N10 SKL45 1 1 C 0 2 H6 1 HUC416 1 20-10d 8 -10d I 1 1 C 0 1 H7 BA3.56/16 6 -16d 10-16d i 2 -N10 i 1 1-1 I 1 C 0 1 H8 HGLTV5.516I 6-16d 12 -16d 6-16d 1 r1 1 C 0 1 H9 6A3.56116 I 6 -16d 1 10-16d 8 -N10 1__ 1 1 1 1 0 Note 1 USE ONE H1 HANGER AS H1A (AT LA1) Parallam PSL Products Beams Quantity Type Size Length Grade Camber Footage Notes Notes 1 C 0 1 1 PA2 1 3.5x16 1__ 19'- 0.00"1 2.0E I 0.000 19.0 1 I_ 1 C 0 1 ' PA3 3.5x16 6 0.00" 2.0E 0.000 6.0 1 C 0 1 PA4 3.5x16 21'- 0.00" 2.0E 0.000 21.0 1 C 0 1 PA5 3.5x16 15- 0.00" 2.0E ' 0.000 15.0 1 C 0 1 PA6I 3.5x16 1 12- 0.00 "1 2.0E 1 0.000 12.01 1 C 0 1 PA7 3.5x16 17'- 0.00 "I 2.0E 0.000 17.01 1 C 0 1 PA8 1 3.5x16 16- 0.00" 2.0E 0.000 16.0 1 C 0 _ 1 PA9 5.25x16 18'- 0.00" 2.OE 0.000 18.O I = - -- 7 • ' • 1 3.5x16 _ Total 1 106.0 1 1 5.25x16 To tal 18 TeamBuilder v1.65 01: 08- 030462 Pacific Park Plaza - Vision World 1 of 2 08- 030462 - MaterialList.xls Out For Approval 6/10/2008, 11:09 AM r . Parallam PSL Products Columns j Quantity Type Size Cut Length Grade Footage Notes Notes 1 C 0 7 I CA1 7x7 1 9'- 0.00" 1.8E _ 63.0 _ 7 I''' 1 7x7 I Total I 63.0 r TimberStrand LSL Products Rim Board Lineal Ft Type Size Grade Footage Notes Notes 1 C 0 63.0 ` LA1 I 1.25x16 I 1.3E 63.0 I 2 I 1 C 0 192.0 1.25x16 1.3E I I 192.0 I 255.0 I ' ' • I 1.25x16 Total 255.0 I 1 0 Note 1 4 PIECES 16' -0" PROVIDED Hardware Quantity Type Description Notes Notes 42 Ib N10 (10dx1.5) Nails I 1 Ib .10d (10dx3) Nails 2 Ib 1 I16d (16dx3.5) Nails I I I TeamBuilder v1.65 D1: 08- 030462 Pacific Park Plaza - Vision World 2 of 2 08- 030462 - MaterialList.xls Out For Approval 6/10/2008, 11:09 AM