2006 HIGHLAND AVE 2017-01-13 - Laserfiche WebLink

T� russ -T�ype B1601509 A03G A ProBuild Arlington. Arlington,WA 98223 t� �� Statewide Resbrat � 1 3 Job Reference (o tp ional) n: 7.610 s Jan 29 2015 Print: 7.6� 0 s Jan 29 2015 MiTek Industries. Inc. Thu Apr 28 09:05 �9 2016 Page 1 I D:jJ PxMyl D7avkTo2ckULAYuzV RqT-jV W m97YfbZOCmTJsI KyVfbTV s6a57vaYl HgBvYzMCaM -1-0-0 0-0-0 5-0-12 6-1-14 10-0-8 13-11-2 75-0-4 20-1-0 21-1-0 1-0-p 5-0-12 1-1-2 3-10-10 . 3-10-10 1-1-2 __ 5-0-12 1-0-Q Sx6 = 12.00 12 2X4 - 2x4 I' { 3 ,� � i � � 4x6 �i 2 . I I,_ � / W3 �o � � �� 7 �� - W2-.. , I_ � � .g1 [#I - �5 t4 13 LOADWG (psfj i SPACING- 2-Q-0 TCLL 25.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 " Rep Stress Incr YES BCDL 8.0 Code IRC2012/TP12007 LUMBER- TOP CHORD 2x6 DF No.2 BOT CHORD 2x10 DF SS W EBS 2x4 HF Stud%Std `ExcepY W4,W3: 2x4 HF No.2 �5 �� 2x4 = � ��, ` ' 2x4 I' �W4 �� 6 ::� � 16 2x4 I I �` :T . - - - N' g_g_p _ _ � li � 4x6 �-� � I � '`\ . _� _� ,,,,��1 B2 - - �' 12 10 3x6 II 6x8 - Sx6 = 5x6 - 3x6 I I 0-0-0 5-0-12 15-0-4 20-1-0 5-0-12 9-11-8 �_ _5-0-12 _� 5 0 � Ir> �' Scale = 1:82.1 CSI. DEFL. in poc) Iidefi L'd PLATES GRIP TG 0.07 I Vert(LL) -0.0212-13 >999 240 I MT20 185/148 BC 0.08 Vert(TL) -0.0412-13 >999 180 WB 0.12 Horz(TL) 0.00 11 Na Na (Matrix) Attic -0.02 12-13 7819 360 � Weight: 566 Ib FT = 20 % BRACING- TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOWTS 1 Brace at Jt(s): 16 REACTIONS. (Ib!size) 15=1004/0-5-8 (min. 0-t-8), 11=1058l0-5-8 (min. 0-1-8) Max Horz 15=-271(LC 6) Max Grav 15=1185(LC 17), 11=1247(LC 16) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1041r58, 3 4=-691/70, 4-5=-330/38, 5-6=-336i38, 6-7=-694/69. 7-8=-1030/58. 2-15=-1258/7, 8-10=-1250i6 BOT CHORD 14-15= 261/255, 13-14=-261/255, 12-13=0/693 WEBS 4-16=-508�106, 6-16=-508/106, 3-13=-164�345. 7-12=-190�328, 2-13=0/787, 8-12=0,%799 NOTES- 1) 3 ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distri6ute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=110mph (3-second gust) V(IRC2012)=87mph: TCDL=6.Opsf: BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed: MWFRS (envelope) gable end zone; cantilever left and right exposed : end verticai left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangie 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7. 4-16, 6-16 8) Bottom chord live load (40.0 psf) and additionai bottom chord dead load (5.0 psf) applied only to room. 12-13 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this iruss. 11) Attic room checked for U360 deflection. LOAD CASE(S) Standard