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HomeMy WebLinkAboutTRUSS - 05-00313 - 1113 Golden Willow Cir - Garagec—kUC, P IP 1w W' W O N0.13Z m 0 ral 0 on Rib m Ir m ro 2q Z m m N a z P. 1 ol e 0 R lip Z D m 0 5 tA 4T Ei I� N c 0 A rm 0 m 0 AIG . . 2005 1 -2A b T 2 P Trus pe . e13 Q FXIJ L S- 7 Al 8TOCK COMPONENTS -11F, IdQ l�F� I Imo, i D 83Q3, JFR00 IT� LT -26-9-14 t-0 m •r ,1. r 6.2-2 4KO 4 1-J22 Kere 6,200 a Fob 1121005 M1 1-- -- 4 Li l nd uses , :Inc. Wed Aug 24 05x4;03 2005 Page 1 5-9-'14 -+-0 Sm _ 1:0.7 Male LI N () TOLL 35,0 (Roof Snow= s a T DL 8.0 BOLL 010 DL 8.0 LUMBER TOP HCS 1;0T CHCRD En Y T F -2- 6-9-14 SPACING 200: plater. lmaso 11 1 1 L wftr Increase 1, I Rap stross Incr YES Code I0PMOZ 4 SPF 1 65OF 1.5 E X 4- SPF tWd/Std �Iere 4 1 -O, -pp- 64. -0y 0 Ed 9014 csa DER in (Ice) lrdafi Lid PLATES GRIP TG 0.80 ilert(l.li m0-15 A �rs.9 9 24-D Mi"20 1971144 BC 0.53 Ver(TL) -0427 9.10 X999 18D M1120 4971144 WB 0.46 Hom(TL) 010 6 n!a Ma (matft) Weight: 94 10 REACTIONS Y Hw_load so 7) MSX pMi 2:;-1 1(Ionil easy 7), mm 171(load case 6) Max Gray 2= 1 841 (l oad case , 6=1 841 (JoLqdcase 3) BRACING TOP CHORD StrUctUralwod sheath -Ing d1rectly applia or 3-2-10 cc pwdfn!&. BOT CHORD Ftlgld ce I l Ing directly pf[d or -0 mD oc bran. WEBS I Rcw at rrldpt S-91 FORCES 0.) v- Meximurm C0mPmssion/lV1QX1rnwmTension TOP CHORD 1- ^O.fl l , - ll , - =-1775/1 1 t 4-5u-1775/1 1- ,;, 1 - �0 807 CHS r EBS 3-1 O,0/44-P"`L-/70/41 =-1211/10 1 5- 1211/105 TE 1 Ind Ei 7.98; mph* � w T �L� -Spee B DL= .bps , tngar" ff# ; enclosed' F . _ � � �� ��r+n�� Lurn�r 00L -1.3a plate qr1p FOL,=1,33* CLL: ASCE 7-98-4, F1fn 6.0 s f (fi g roof snow); Exp Fulfy Exp, Unbalanced snow loads have been considered for this Os'04 4) This tws has been designed for orester of min mof 11YO 102d Of 19,0 paf or 2,00 timps flat roof non -concurrent with other live cones. ���� ,� ��� �� ��� � This has been Oeslqneo for a 10.0 p f bottom chord ]care �0 .d ncn Mcurr nt with a� the Ia 6) All plates are I IT l�' unless otherwise it is ,e 1 , 7 Provide h r i to nnLnton (by oth a ) of truss tin beGrig PI orisbin ith to nil I 1 � t joint 1p�lljoint 1 lb uplift 9) Thin truer is dosigrod in accordance f!h the 2003 Int rn tlon f Residential Code sere ti mniod standard ARCS ITPI 1 .�'l 1r d 1 1� d 1AAD CASE(S) Standard 11 TM r� RUG. 24. 2005 10: OJAM Job STOCK COV PO E 91 .=• 0 2-0-0 T Trum m Typ e AIG HOVVE 3.0.0 13-0-0 4 Qty . 132,.: PIS F -X -/J EH 1LU8-o (EJ(I D job Ret kl;e t Feb 11 0C ITa IrdwO OSS In n: - G -0-0 P''1 8 2005 Page I W141541 2m-0-0 A LOA13I (psfl TOLL 35,0 (Roof Smawn-36.0 "COL a.0 SLL 0, SCOL 8,0 WMBER TOP CHORD T H 1 D 07HERS (::OW -5 14:0 -2.,Ep SPACING 2-04 Cal FAQs Increase 1.15 TC 0.61 Lumber f mmase 1.15 SC 0.27 Rep Stress I n er YES IVV5 0113 Code I0fT10 Wrafrix) 4 SPF1 F15F- X 4 SPF 155OF 1,5E X 4 SPFStud/Std DEFL In (laC) #ldefl E.Id Vert{L 1 8 9 5 nlr 1 24 Vert(TL� X1.1 4 15 nlr 90 Horz(TL) 0.00 14 n/a nl;q BRACING TOP CHORD SOT CHORD PSE alb ft,104 Ib GRIP 1 97/1 44 Structural wood sheathing dlra tl pii-gid or 64-0 0c purlins - Rig i Id ceiling di rectly applied or 10-0-0 ac bracing REACTIONS (lb/Mze) W2-.U.01 ! l -9126,0,0, 0= 0 -0-0; 19=20512-6-04, 18_ 0 126-0-0R1 X209/26-0- Max HOrz 2=8600ad case 7) Max Up4=-I 00 (Joad case 7)r 14m. -I I I S �� �- )� 10md case v -- job CUe 7 , 25=47fload case )f —111(IoCf M 4 �- (10 Cf ease ), 19=- load Casa 8 18 - 5 17--47(lcad case r I z-11 109 a l0 �' Max Grav2m683008d cose )r 14w 8 0ad case ), 21 � 1 jaad case 1)o 22=31 0 24m294(163d Case 2)T 5-509(Ion QGG )� = (io b cigsa , 20'310 [ (J cage 19=297003d a 18;--2940ad case S)t 17W-305(load case ), 1 6=280fload case 3) FORCES (10) m Maximum C0rnPM!9s!0r1/Mi&x1mcjrr T n I'ion TOP H 1, ;wO/11 , m3 � r109147, - =m66/ ,, 4m --t * , m /8.6, 0.7m.641106, 7--8=.ae/J2oF 8-99;06811 16.r_ � 1 MM*1 , 1 =-1l 13-140.--109147,14-15=011 1 B L R 2-26=0/79, 5-=0179,-=P 23a24=0173, I■t w22=0179 ,21 jr+ . ,=- 17P.18=0/790 16-1 r 14-16!017-9 F E S 8-21 � =:;W1 60/0} - -m- 7A / p 4 =;267/47, - - 6 - — , 11-159;-267/4 71 12- 1 -�46 0/54 o I -s 16 =-25)1/50 NOTES 1 Tni s dGsignsd for wind load 5 In the plane the truss ONy. For studs exposed to i "Stendard Gable End � ff�, r� r l t f � �T TOLL; ASCE 7.98; 8; Pf,'3. P (fat of snow); ap C: Fully r=xp. l nQed snow folds have been nOnsiderad for t ip begign, 4) This VUSS h;23 been designed fOf greater of min mof live loodof I S, 0 Psf Or 2 , 00 limes fliat roc� lozd of 35. 0 Psf on overhangs mn-con current h Other1ifoal's, Thi t h0s been d esigned for a &10, 0 psf b0tt0rn ch Ord f 1 a load non co rurret with any other live load,Cl platesare I. T O U11PS� Q&hG ase ind I eated 7) ,2h1L3q bra® conflnuoug battom chord bs2r�ng, 9) Nvido maeh�mienj (by othe & rsl of truss tO hea-ri n 9 P�Qle cal PP We e w1thstig nd I ng 100 1� mplift at 101 10 int 14t 27 1� W P ul lft at JoInt , tri I b L Pl at joint , 14 u iiiPt rt �11� I � uplift t j. nt � l b ��I ift joint 0� I b Cpl iat joint I r 1kul #t t 'onift 10) his truss 's dosipn d in �Iluccrdanoe with the 2003 intern -a lonFl ReMdential WerCon e , i� l 1 s� AUGm 24. 2025 10: a Job Truss - 1047E6 A russ4 I STOCK O 1P E T*IF, Id no Polls, -10-83401, F D LOAD CME{S) Standard 0 QtY 12 NO. 132 PlyEX1dF-M 1 L 5*J241(1D)R- —.N, P. fob R-fal tar G Lc Plib 2 112006 MITek Indusffles, Nn C F VV e d Arg 24 0 '44: 16 2005 Pide 2 Sale5puscn: R*in p elftsill BID GOOD FOR 30 DAYS f%,