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Specifications[Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] fir L2a08'_ o ozi-$Z 9975 s w r�r c./ 5+-107-6 Structural Package — New Roof Top Units Project: Vision World TI Client: Massih, LLC TMR Job No: 8108 Date: October 17, 2008 Code: 2007 OSSC & ASCE 7 -05 Table of Contents: General Notes N.1 Framing Plans P.1 - P.3 • Structural Details SK.1 - SK.2 Structural Calculations ... C.1 -C.11 .15 • op Pok 13,089 r in. In OREGON' ' 0). 1 1 2 060 �Q MER111 I EXPIRES: 12-31 -08 -r} J�'� TM RI 1Y1 Co nsu lting Engineers 7650 SW Beveland Street Suite 100 Tigard, Oregon 97223 Phone: (503) 443 -3900 • GENERAL STRUCTURAL NOTES DESIGN CRITERIA: — — — - . — - - - DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 2007 OREGON STRUCTURAL SPECIALTY CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN; ROOF SNOW LOAD: 25 PSF + DRIFT BASIC WIND SPEED (3 -SEC GUST): 100 MPH WIND IMPORTANCE FACTOR Iw: 1.0 BUILDING CATEGORY: II WIND EXPOSURE: B SEISMIC IMPORTANCE FACTOR Ie: 1.0 SITE CLASS: D SDS = 0.71 SEISMIC DESIGN CATEGORY: D ANALYSIS PROCEDURE USED: ASCE7 -05, EQUATION 13.3 -1 EXISTING CONDITIONS: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. METALS: ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. CARPENTRY: SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL FRAMING LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19 %. GRADE AS FOLLOWS: FRAMING ELEMENT SPECIES & GRADE 4x6 BLOCKING D.F. #2 OR BETTER FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. FLASHING AND WATERPROOFING: ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS. 1MK TM RIPPE.Y Consulting Eng By: 'Mr Date: 10 ( '1Jt)6 7650 SW Beveland Street Chk By: Date: Suite 100 Job #: Blob Tigard, Oregon 97223 Phone: (503) 443 -3900 Sheet: N • Of. . 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Beveland St, Suite 100 JOB NO B I Oto Tigard, Oregon 97223 Phone (503) 443-3900 SHEET CI I N OF 1 / . - 3EpM �T . . cou ,w� Foo �S oE.. r • p19r$ 7 I9 'T3= 31.0 @ 24ue /L i? 1 . - . 41 {_ �,n ,,, I a 0 • .o 1 _ , _ /1 E0 � R_J 1 u . • . : 1 >•..: �" •� r � ' 130 a ®t<. l 73 O S t (plot_ ,mod go, . 4-----1 e. �_. . 0 • ' gaol._ ti, ___.—Ti b y 1.0 r a a -1.-----4-4 :, 2 Sio , I 'a 1 \ • 3 1-4 ° ti .* & TI-. t. b1Yr"? /f'fAP44 Q S or..._ 're 1Ze{S /S7 06 PT adM7S so) $•C °r= - )5414 -1-4 Gkbyt- A-rtct"►s ZM K 'IM RIPPEY 1J EVr tern o goo r Amkcosi 5, BY e lk DATE 1 r71 0 ? CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 10B NO 60 Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET OF • ',eve Roof Joist J1 Ly Weye haeu,ei 14" TJI® 360 © 24" o/c TJ-Beam® 8.30 Serial Number: 7003007848 User:2 10/17/2008 8:48:46 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0t12 Roof SlopeO/12 I 4 a 16• a All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment • Tapered(psf) Snow(1.15) 47.0 To 0.0 0.0 To 0.0 0 To 11' Adds To Point(Ibs) Snow(1.15) 0 284 11' 6" - SUPPORTS: • Input Bearing Vertical Reactions Ply Depth • Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Vertical ledger on frame wall 3.50" Hanger 804 / 318 / 0 / 1121 N/A N/A N/A H6: Top Mount None Hanger 2 Glulam or solid sawn lumber 3.50" Hanger 513 / 446 / 0 / 960 N/A N/A N/A H6: Top Mount None beam Hanger -See iLevel® Specifier's /Builder's Guide for detail(s): H6: Top Mount Hanger DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 1071 1071 2248 Passed (48 %) Lt. end Span 1 under Snow loading Vertical Reaction (Ibs) 1071 1071 1731 Passed (62 %) Bearing 1 under Snow loading Moment (Ft -Lbs) 3810 3810 8435 Passed (45 %) MID Span 1 under Snow loading Live Load Defl (in) 0.199 0.514 Passed •(U930) MID Span 1 under Snow loading Total Load Defl (in) 0.329 0.771 Passed (L/563) MID Span.1 under Snow loading - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required'to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: • - IMPORTANT! The analysis presented is output from software developed by iLevel ®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. - THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Vision World RTU 1 • Copyrigbt 0 2007 by iLevel®, Federal Way, WA. TJIC and TJ -Boars are rogistorod trademarks of iLevel®. e -I Joist "',Pro° and TJ -Pro° are trademarks of iLevel®. C: \Documents and Settings \tagnew.TMRPDX.000 \Desktop \Project Calculations \2006 Projects\Vision World Mezzanine \R'1V Roof JoiBte \J1.6mS ^ �) , 1 Feve Roof Joist J1 by W eyerhae u ser 14" TJI® 360 @ 24" o/c • Ti -Beam® 6.30 Serial Number: 7003007848 User.2 10/17/20088:48:46AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version: 6.30.14 :( _ __ C ONTROLS Group FOR THE APPLICATION LOADS LISTED ____ .. _ _ _.. r' Load Group: Primary ' Load 15' ,5.00" —\ =T'T 35 59 �T IlO tom` Max. Vertical Reaction Total (lbs) (960) a is Max. Vertical Reaction Live (lbs) t 5i-3 7 1 ) 9 b apv Selected Bearing Length (in) 1.75(W) 1.75(W) Max. Unbraced Length (in) 55 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 309 -438 Z- c� r�-0% Max Shear at Support (lbs) 309 -438 r'j 3s� 1 y p fd • Shear Within Span (lbs) -311 _7 ( Z(S 7 I12A • • Member (lbs)• 309 438 Support Reaction (lbs) 318 446 Moment (Ft -Lbs) 1589 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow • Shear at Support (lbs) 1071 -937 Max Shear at Support (lbs) 1071 -937 Shear Within Span '(lbs) -600 • Member Reaction (lbs) 1071 937 Support Reaction (lbs) 1121 960 Moment.(Ft -Lbs) 3810 Live Deflection (in) 0.199 Total Deflection (in) 0.329 • PROJECT INFORMATION: OPERATOR INFORMATION: Vision World RTU 1 Copyright 0 2007 by iLevelm, Federal Way, WA. WIC and T.7-Bear® are registered trademarks of itevelm. e -I Joist °.Pro and TJ -Proo are trademarks of iLevolm. C: \Documents and Settings \tagnev.T74RPDX.000 \Dosktop \Project Calculations \2008 Projects \Vision World Mezzanine \RTU Roof Joists \Jl.sms CA'''. ' eve Y Roof Joist J2 by Weyerhaeuser 14" TJI® 360, 2 plies © 24" o/c TJ -Beam® 6.30 Serial Number: 7003007848 User:2 10/17/2008 9:00:19 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED • Member Slope: 0112 Roof Slope0/12 D i :© 16' All dimensions are horizontal. Product Diagram is Conceptual. • LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(psf) Snow(1.15) 47.0 To 0.0 0.0 To 0.0 0 To 11' Adds To Point(Ibs) Snow(1.15) 0 242 11' 6° • - Point(Ibs) Snow(1.15) 227 90 11' 6" - SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Llve/Dead /Uplift/Total 1 Vertical ledger on frame wall 3.50" Hanger 866 / 331 / 0 / 1196 N/A N/A N/A H6: Top Mount None Hanger 2 Glulam or solid sawn lumber 3.50" Hanger 678 / 481 / 0 / 1160 N/A N/A N/A H6: Top Mount None beam Hanger - See 'Levet® Specifier's /Builder's Guide for detail(s): H6: Top Mount Hanger DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 1146 1146 4497 Passed (25 %) Lt. end Span 1 under Snow loading • Vertical Reaction (Ibs) 1146 1146 3462 Passed (33 %) Bearing 1 under Snow loading Moment (Ft -Lbs) 4418 4418 16870 Passed (26 %) MID Span 1 under Snow loading Live Load Defl (in) 0.121 0.514 Passed (L/999 +) MID Span 1 under Snow loading Total Load Defl (in) 0.191 0.771 Passed (L/970) MID Span 1 under Snow loading - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by'Level ®. 'Level® warrants the sizing of its products by this software will be accomplished in accordance with 'Level® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an 'Level® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR 'Level® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the 'Level® Distribution product listed above. -Note: See iLevel® Specifier's /Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Vision World RTU1 • Copyright O 2007 by iLevela, Federal Way, WA. TJIC and 1U-Beams aro registered trademarks of iLOvolZ. e -I Joist "'. ProTM and TJ -Pro° are trademarks of iLevelC. C: \Documents and Settings \tagneW.TMRPD%.000\Desktop \Project Calculations \2008 Projects \Vision World Mezzanine \RTU Roof Joists\J2.sms C. Co • • e - e Roof Joist J2 • byWoye, 14" TJI® 360, 2 plies @ 24" o/c TJ -Beam 2 6.30 Serial Number. 7003007848 User:2 10/17/2008 9:00:19 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version: 8.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED _ _ Load Group: Primary Load Group 15' 5.00" � Max. Vertical Reaction Total (lbs) gAAT 3314-1- M. (DL OeArA Max. Vertical Reaction Live (lbs) • - • 2 l t6t, ir oK.; Selected Bearing Length (in) 1.75(W) \ 1.75(W) Max. Unbraced Length (in) 73 \ , Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 322 -473 Max Shear at Support (lbs) 322 -473 Shear Within Span (lbs) -346 p lA1 S..7 situ LE 01,eyL Member Reaction (lbs) 322 473 Support Reaction (lbs) 331 481 .3S p� -z3,-z3,7, .3, 1+ ; %Ives' Moment (Ft -Lbs) 1727 °F../ Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 1146 -1137 Max Shear at Support (lbs) 1146 -1137 Shear Within Span (lbs) -800 Member Reaction (lbs) 1146 1137 Support Reaction (lbs) 1196 1160 Moment (Ft -Lbs) 4418 Live Deflection (in) 0.121 Total Deflection (in) 0.191 • PROJECT INFORMATION: OPERATOR INFORMATION: Vision World RTU1 Copyright C 2007 by iLevela. Federal Way, WA. TJIC and TJ -Beacom are registered trademarks of iLevelm. e -I Joist',Pro' and TJ -Prom are trademarks of iLeveiC. C. C: \Documents and Settings \tagnow.TMRPDX.000 \Desktop \Project Calculations \2006 Projects \Vision World Mezzanine \RTt Roof Joists \J2.sms C gg j ` e� Roof Joist J3 by Weye,heeu.en 14" TJI® 360, 2 plies @ 24" o/c TJ- Beam 6.30 Serial Number: 7003007848 User:2 10/17/20088:50:03AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof Stope0M2 e 24" All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1.15) 0 247 4' - Point(Ibs) Snow(1.15) 250 150 4' - SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Vertical ledger on frame wall 3.50" Hanger 810 / 694 / 0 / 1505 N/A N/A N/A H6: Top Mount None Hanger 2 Glulam or solid sawn lumber 3.50" Hanger 640 / 423 / 0 / 1062 N/A N/A N/A H6: Top Mount None beam Hanger -See 'Level® Specifier's /Builder's Guide for detail(s): H6: Top Mount Hanger DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 1481 1481 4497 Passed (33%) Lt. end Span 1 under Snow loading Vertical Reaction (Ibs) 1481 1481 3462 Passed (43 %) Bearing 1 under Snow loading Moment (Ft -Lbs) 6749 6749 16870 Passed (40%) MID Span 1 under Snow loading Live Load Defl (In) 0.350 0.781 Passed (L/804) MID Span 1 under Snow loading Total Load Defl (in) 0.606 1.171 Passed (1J464) MID Span 1 under Snow loading - Deflection Criteria: STANDARD(LL:U360,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. • ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by 'Level®. 'Level® warrants the sizing of its products by this software will be accomplished in accordance with !Level® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an ilevel® Associate. -Not all products are readily available. Check with your supplier or 'Level® technical representative for product availability. -THIS ANALYSIS FOR'Level® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the 'Level® Distribution product listed above. -Note: See ilevel® Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Vision World RTU2 Copyright O 2007 by iLevel®, Federal Way, WA. 'rum and T..7-seamO are registered trademarks of ilevel®. e -I Joist'", Pro and TJ -Pro" are trademarks of ilevel ®. C fl C: \Documents and Settings \tagnew.TMRPDX.000 \Desktop \Project Calculations \2008 Projects \Vision World Mezzanine \RTU Roof Joists \J3.sms • 5', eue Roof Joist J3 by Weyerhaeuser 14" TJI® 360, 2 plies @ 24" o/c TJ -Beam® 6.30 Serial Number. 7003007848 User.2 10/17/20088:5003AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version: 6.30.14 • CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group • 23' 5.00" it Max. Vertical Reaction Total (lbs) �• °O ~ g��� Max. Vertical Reaction Live (lbs) 1 Selected Bearing Length (in) 1.75(W) 1.75(W) Max. Unbraced Length (in) 59 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 685 -414 Max Shear at Support (lbs) 685 -414 rt` i 3r, 1 %q A ' Shear Within Span (lbs) 574 A ' 15 ®� v Member Reaction (lbs) 685 414 °— Support Reaction (lbs) 694 423 Moment (Ft -Lbs) 2858 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow • Shear at Support (lbs) 1481 -1039 Max Shear at Support (lbs) 1481 -1039 Shear Within Span (lbs) 1185 Member Reaction (lbs) 1481 1039 Support Reaction (lbs) 1505 1062 Moment (Ft -Lbs) 6749 Live Deflection (in) 0.350 Total Deflection (in) 0.606 • • r PROJECT INFORMATION: OPERATOR INFORMATION: Vision World RTU2 Copyright 0 2007 by iLevele. Federal Way, WA. Pyle and TJ -Reare are registered trademarks of iLevole. e -I Joist °,Pro' and TJ- Pro° are trademarks of iLevel®. C Q C: \Docursenta and Settings \tagnew.TMRPDR.000 \Desktop \Project Calculations \2008 Projects \Vision World Mezzanine \RTU Roof Joists \J3.sms l' $eve Roof Joist J4 Y , • by Weyolheeuser 14" TJI® 360 @ 24" o/c TJ -Beam® 6.30 Serial Number. 7003007848 User 2 10/17/2008 8:50:46 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roof SlopeO/12 0: . :© A 24' b All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1.15) 0 256 4' - SUPPORTS: . Input Bearing Vertical Reactions.. Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Vertical ledger on frame wall 3.50° Hanger 600 / 575 / 0 / 1175 N/A N/A N/A H6: Top Mount None Hanger 2 Glulam or solid sawn lumber 3.50" .Hanger 600 / 401 / 0 / 1001 N/A N/A N/A H6: Top Mount None beam Hanger -See iLevel® Specifier'sBuilder's Guide for detail(s): H6: Top Mount Hanger DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 1152 1152 2248 Passed (51%) Lt. end Span 1 under Snow loading Vertical Reaction (Ibs) 1152 1152 1731 Passed %). Bearing 1 under Snow loading Moment (Ft -Lbs) 5968 5968 8435 Passed (71 %) MID Span 1 under Snow loading Live Load Defl (in) 0.605 0.781 Passed (L/465) MID Span 1 under Snow loading Total Load Defl (in) 1.064 1.171. : Passed (L/264).. MID Span 1 under Snow loading - Deflection Criteria: STANDARD(LL:L/360,TL:L/240). , - Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. . - Design assumes adequate continuous lateral support of the compression edge. • ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. - -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above. • PROJECT INFORMATION: OPERATOR INFORMATION: Vision World RTU2 Copyright 0 2007 by iLevel®, Federal Way, WA. TJIM and TJ -aoamm are registered trademarks of iLovola. e -I Joist °,Pro° and TJ -Pro"' are trademarks of iLevel®. C.t o C: \Documents and Settings \tagnev.TWRPDX.000 \Desktop \Project Calculations \2008 Projects \Vision World Mezzanine \RTD Roof Joists \J4.sms 1. e ">Y ex Roof Joist J4 by Nmyaihaeu,tr 14" TJI® 360 © 24" o/c TJ- Beam® 6.30 Serial Number. 7003007848 User 2 10/17/2008 8:50:47 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Papal Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADSLISTED _ Load Group: Primary Load Group 41023' 5.00° _ V . Max. Vertical Reaction Total (lbs) 100 Oa'r°rN mgt Max. Vertical Reaction Live (lbs) Selected Bearing Length (in) 1.75(W) Max. Unbraced Length (in) 44 Loading on all spans,• LDF = 0.90 , 1.0 Dead \\ Shear at Support (lbs) 567 -392 Max Shear at Support (lbs) 567 -392 -Vrr Srri 7.f Shear Within Span (lbs) 455 pita1 ° 7 1173 -'- Or"' Member Reaction (lbs) 567 392 -- Support Reaction (lbs) 575 401 • Moment•(Ft -Lbs) 2558 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear'at Support (lbs) _ 1152 -977 Max Shear at Support (lbs) 1152 -977 Shear Within Span (lbs) 855 Member Reaction (lbs) 1152 977 Support Reaction (lbs) 1175 1001 Moment (Ft -Lbs) 5968 Live Deflection (in) 0.605 Total Deflection (in) 1.064 • • • • • PROJECT INFORMATION: OPERATOR INFORMATION: Vision World RTU2 Copyright 0 2007 by iLevelm, Federal Way, WA. 7VIC and TJ -Beam® are registered trademarks of iLevele. e -I Joist+",Pro^' and TJ -Pro° are trademarks of iLevelm: C: \Documents and Settings \tagnew.ThRPDX.000 \Desktop \Project Calculations \2008 Projects\Vision World Mezzanine \R'IV Roof Joists \Jd.seis • •