2006 HIGHLAND AVE 2017-01-13 - Laserfiche WebLink

iT6� rUss Type �, ty � y ' Statewide Resforat IB1601509 A06G A 11 I � � _ ____ _ 3 ��Job Reference (optional) J ProBuild Arlington. Ariington.WA 98223 Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries Inc Thu Apr 28 09:06:00 2016 Faqe t ID:jJPxMyID7avkTo2ckULAYuzVRqT-Bi49MTZHMt930dt2s2TkCo0W?WoLsCviWxokR zINGaL -1-0-0 0-0-0 5-0-12 6-1-14 10-0-8 13-11-2 15-0-4 20-1-0 21-1-0 L0�1 5-D-12 1-�-2 3-10-10 3-10-10 1-1-2 _ 5-0-12 1-0-p 5x6 = 12.00 , 12 2x4 = 2x4 I I ' 4 `� 14 13 12 Sx12 MT20HS ! � 12x12 = 6x8 �� 12x12 = Sx12 MT20HS1� Scale = 1:85.3 6x8 = 0-0-0 5-0-12 15-0-4 20-1-0 5-0-12 9-11-8 5-0-12 Plate Offsets (X,Y)- �2:0-3-0.0-1-12�, [8:0-3-0.0-1-12], j10:Edge.0-3-8 , 11:0=3-8.0-8=01 j120-3-8,0-8-0 - -�-- =-- _ � - - LOADING (psf) ' SPACING- 6-0-0 TCLL 25.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL OA ' Rep Stress Incr NO BCDL 8.0 Code IRC2012/TP12007 LUMBER- TOP CHORD 2x6 DF No.2 BOT CHORD 2x10 DF SS WEBS 2x4 HF StudiStd'ExcepY W4.W3: 2x4 HF No.2 CSi. DEFL. in (loc) Ildefl L'd i PIATES GRIP TC 0.75 Vert(LL) -0.1611-12 >999 240 � MT20 185'148 BC 0.59 Vert(TL} -0.2511-12 >957 180 il MT20HS 139i111 WB OJ5 Horz(TL) 0.01 10 nra n/a i (Matrix) i Attic -0.11 11-12 1056 360 i Weight: 566 1b FT = 20% BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 5. 2. 8, 15 REACTIONS. (Ibisize) 14=5951/0-5-8 (min.0-4-10), 10=5064!0-5-8 (min.0-3-14) Max Horz 14=-813(LC 6) Max Upliftl4=-65(LC 9), 10=-2(LC 8) Max Grav 14=8457(LC 16), 10=7035(LC 16) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-6382/299, 3-4=-3511/263, 4-5=-840/105, 5 6=-951!111, 6-7=-3769/271, 7-8=-6316/290. 2-14=-7453/161 . 8-10=-7389i 151 BOT CHORD 13-14=-752/802, 12-13=-752/802, 11-12=0/4328 WEBS 4-15=-4028/408, 6-15=-4028i408, 3-12=-94/3353. 7-11=-101/2828. 2-12=0�4734, 8-11=0/4989 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 foliows: 2x10 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 12-3 2x4 - 2 rows staggered at 0-4-0 oc. member 11-7 2x4 - 2 rows staggered at 0-4-0 oc. 2) All loads are considered equally applied to ali piies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute 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 vertical left and right exposed; Lumber DOL=1.60 piate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This iruss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-15, 6-15 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) appiied only to room. 11-12 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 Ib uplift at joint 14 and 2 Ib uplift at joint 10. 11) 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. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Continued on page 2