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Home My WebLink AboutGARAGE BEAM - 05-00170 - 920 Vista Ave - New SFRe7 Tm -ycrlhaeu�r BiAness TJ -Beam 6.16 Serial N uMber 004111205 User, 1 61812005 4-158-04 P a rage b rv-. 51/8 11 x 21"' Classic GlulamTm (24F,-.. V4 DF) Paget Eng ,neVers -on:,.,s.5 THIS PRODUCT MEETS n;Z 1=Yr1=1=n4Z ruG ceT n1=01f-u CONTROLS FOR THE APPLICATION AND LOADS LISTED Fif1 IIID l Ioj -e: 1Roof i i ,1 43l.all Dimellsiow 12W � r All 4 (Imes Diagi an) is coliceptualm LOADS: Analysis is for a Header (Flush Beam) Member. Tributary load Width: 2' Primary Load Group -Raaf (psf): 35.0 Lire at 125 °lo duration, 15.0 Dead Vertical Loads: Type Class Lire Dead Location Application Comment �r Uniform{ply] Raof(1.25) 735.0 31 5.0 r 0 To 32' Adds To v�Plr ?.,,,4p Uniform-(plf) Raaf{1.25} 0_0 80.0 ,,Q To 32' Adds To yam.. I j Uniform(p!f) Floor(1.0{�} 380-G/ 114.0 � 0 To 32' Adis To F11,00C SUPPORTS: Maximum Design Control Control Shear (lbs) 2 177 16853 Input Bearing Vertical Reactions (lbs) Detail Other 70588 Width Length Li' / d UpI f otal 0.318 0.644 1 Stud wail 3.5011 3.58E .863 /1933 / _ 7795 By Others None Stud wall 3.50" 16-56" 241 11645 0136062 By Others None Stud wall 3.50 F1 .56" 9750 / 45071 4257 By Others None -See TJ PE I IE `S / BUILDERS GUIDE for detail(s): Viers -Bearing length requirement exceeds int at u 1,2, 3. Supplemental _: pp t hardware is required to satisfy bearing Muir nt . DESIGN CONTROLS: Location Lt. end Span 2 under Roof loading Bearing 2 under Roof loading MID Span 2 under Roof ALTERNATE span loading MID Span 2 under Roof ALTERNATE span loading -Deflection Qiteria: STAN DARD(LL-LJ360,TL-. U240). -Er in L : All compression edges (top and bottom) must be braced at 1' '' o/c unless detailed otherwise. lateral bracing is required to achieve member stability, -The load conditions c si r in this design analysis include it Design assumes adequate contnuous lateral support of the compression PROJECT INFORMATION: WhisperWhisperwood nomas Woodruff Copyright LD 2004 by Trus Toist, a. Weyerhaeuser Business TJ -Beate is a registered trademark of T u5 joist. i�ssic iulawN is a trademark of Weyerhaeu r. C- : ' Documents and etting \eandersonN I)o ent;s\h ,c)dru ffg xaal�?beam. sms 'roper attachment n positioning of OPERATOR INFORMATION: Eris Anderson BMG WEST 202 W. Main Rexburg, ID $3440 Phone : (208) 356-9292 Fax :(208) 356-3299 eandersvn@hmcwest.com Maximum Design Control Control Shear (lbs) 2 177 16853 27525 Passed (78%) Moment (Ft -Lbs -62884 -62884 70588 Passed ($9%) Live load De#f (in) 0.318 0.644 Passed (L1731) Total Load Deft (in) 0.454 0.967 Passed (151 1 ) Location Lt. end Span 2 under Roof loading Bearing 2 under Roof loading MID Span 2 under Roof ALTERNATE span loading MID Span 2 under Roof ALTERNATE span loading -Deflection Qiteria: STAN DARD(LL-LJ360,TL-. U240). -Er in L : All compression edges (top and bottom) must be braced at 1' '' o/c unless detailed otherwise. lateral bracing is required to achieve member stability, -The load conditions c si r in this design analysis include it Design assumes adequate contnuous lateral support of the compression PROJECT INFORMATION: WhisperWhisperwood nomas Woodruff Copyright LD 2004 by Trus Toist, a. Weyerhaeuser Business TJ -Beate is a registered trademark of T u5 joist. i�ssic iulawN is a trademark of Weyerhaeu r. C- : ' Documents and etting \eandersonN I)o ent;s\h ,c)dru ffg xaal�?beam. sms 'roper attachment n positioning of OPERATOR INFORMATION: Eris Anderson BMG WEST 202 W. Main Rexburg, ID $3440 Phone : (208) 356-9292 Fax :(208) 356-3299 eandersvn@hmcwest.com 10 n A Wey—erhacw. r BusIM IS TJ -B amV 6-16 Serial umbers 7CH34111205 Uses, 1 618/2005 4:58:05 PSI Page 2 Engine Version- 1,1 .5 FoO rage beam 511 8 x 21"Classic GlulaMTM (24F - V4 DF) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -iMPC1RTA1►IT! TF�n �,,�1.,�.� .,�.......,a....s :_ _..�--� L- -- — ..._. --... ...: . .1U, CA IC3=y� NI ��"tt:-,U 15 tjuLPuI rrm vm s�vare cleveloped try Tnus Joys# +[T,#}_ TJ warrants the sizing of its products try this software will be accomplished in accordance with TJ product design criteria and cods accepted design values. The speck product application, input design wads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check wig your supplier or TJ technical representative for product availabili#y. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTR)N VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the 7J E)istrih�,�#an product l above. -The analysis presented is appropriate for Classic Gfulam�" beams by Weyerhaeuser. Operator Notes: Upper Roof LL 735 DL 315 Lower Roof LL 70 L 30 wall DL 80 Floor LL 380 L 114 PROJECT INFORMATION: Whisperwood Homes Woodruff Copyright 2004 by Trus Joist, a Wr=!erhaeuser Sus ne ss TJ -Bei is a registered. trademark of Trac joist. Classic Glujaum is a trademark of Weyerhaeus ]�, \Documents and tti n s\an erson\ DO en i--s\hw aGdr$� ft a agobe _ sms OPERATOR INFORMATION: E(j Anderson BMC WEST 202 W. Main Rexburg, Id 8344 Phone: (208) 356-9292 Fax : (208) 356-3299 eanderson@6mcwesf_com 04 4r II ume s TJ -Beam 6-16 Serial Number: 7004111205 garage beam 5118" x 21" Classic GIUI.;aMTM (24F - V4 DF) user, °,W"0"w`5rm Page 3 Engine Version. 1.76 5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group Max. Vertical React.ion Total Max. Vertical React -ion Live Required Bearing Length in Max. Unbraced Length (in) Loading all Design Shear (lbs) Max Shear lbs member Reaction (lbs) Support Reaction (Ibs) o t� (Ft -Lbs) Loading on all Design Shear (lbs) Max Shear (lbs) A. 12' 4. 0" (lbs) 7795 (3.bs} 5863 3.58tWj spans, 256 Jif D L . 90 779 18.39 1839 1933 ' 4. 00ww 36062 24417 1. (. 256 256 1. 0 Dead -4060 5442 -5132 6514 1164.E 1164 2991 -20306 17228 M 142.7 9750 i 55 () -3353 -4413 4413 4507 spans, LDF = 1.00 , 1. Member Reaction (1 s) Support Reaction (lbs) Moment (Ft -Lbs) Lave Deflection in Total Deflection (in) ALTERNATEspan loading Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Live Deflection 1n Total Deflection (in ) 1303 3075 075 3232 Dead + 1.0 Floor -6790 9101 - 608 -8582 10893 -7380 19475 7380 19475 7538 5002 -33960 28BI2 -0.008 -,1019 on add 4 spans 218 3954 3954 4111 ALTERNATE span loading on even Design Shear (lbs) Max Shear (lbs) Member Reaction ( Ib ) Support Reaction (lbs) Moment (Ft -Lbs) Live Deflection (i 'dotal Deflection (in ) PROJECT I FORM TI I : Whisperwood Homes Woodruff 1.00 1. -5911 5588 -7703 6659 14362 14362 8270 -23121 16110 0.021 0.018 Dead + 1. 0 Floor -3208 -4267 4267 4357 -0.016 016 #121 spans, LDF 1.00 1 1.0 Dead. + 1.0 Floor -100 -4939 8956 -5753 960 -6010 10748 -7526 960 16758 7526 1050 16758 768 81.E -31146 29960 -0.026 0.107 -0.035 0.243 Copyright 0 2004 by Truce Joist, a Weyerhaeuser Business TJ -Beate is a registered trademark of Trus Joist. Classic Glulari7 is a trademark of Weyerhaeuser - \Documents and ett ngs eanderson.c encs w ru f ara ebe .sms OPERATOR INFORMATION: Eric Anderson BMC WEST 202 W. Main Rexburg, ID 83440 Phone: (208) 356-9292 Fax : (208)356-3299 eanderson@bmcwest.com r- A%Xkvc.d'haeiis;:fr BusiDt'S's TJ -Beam@ 5.16 Serial Number: 70041 1 1 205 User- 1 6/812006 4.-58-.05 PM garage beam 5 1/8" x 21" Classic GlulamT"" (24F - V4 DF) Page 4 Eng-Ine Version: 1. 16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Loading on all spans, Design Shear (lbs) Max Shear (lbs) Member Reaction (Ibs) Support Reaction (lbs) Moruent (Ft -Lbs) Live Deflection (in) Total Deflection (in) ALTERNATE span loading Design Shear (lbs) Max Shear (Ibs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Live Deflection Total Deflection (in) ALTERNATE span loading Design Shear (Ibs) Max Shear fibs ) Member Reaction (lbs-) Support Reaction (lbs.) Moment (Ft -Lbs) Live Deflection (in) Total Deflection (in) CONTROLS FOR THE APPLICATION AND LOADS LISTED LDF = 1. 25 , 1. 0 Dead 2412 5694 5694 5986 + 1. 0 Floor + -12573 16-853 -15891 20171 36062 36062 1. 0 Roof -10384 -13666 13666 -13957 9262 -62884 53352 -0.024 -0.036 on odd # spans, LDF 4222 7504 X504 7795 on even # PROJECT INFORMATION: Whisperwood Homes Woodruff 0.286 0.422 1.25 , 1.0 Dead + 1.0 -10764 9618 -14082 11452 25534 25534 -5442 -7256 7256 7413 16086 -405-63 27204 0.041 0.038 spans, LDF - -476 1338 1338 1495 Copyright ,!4j 2004 by Trus jodst, a Weyerhaeuser Business TJ -Bea mV is a registered trademark of Trus Joist Classic Glulam7l is a trademark of Weyerhaeuser. 0.06 0.202 1-25 r 1.0 -8762 16553 -10596 19871 30467 30467 Floor + 1. 0 Poof Dead + 1. 0 -10684 -13965 13965 14257 92.6 -57089 55718 -0-059 -0.069 C;\Documents and SettiaqsNeanderso,,n\M-y DDrumen ts\wwhwoodruffgaragebeam.sms 0.318 0.454 Floor + 1.0 Roof OPERATOR INFORMATION: Eric Anderson BMC WEST 202 W. Main Rexburg, ID 83440 Phone: (208) 356-9292 Fax .- (208) 356-3299 eanderson@bmcwest.com