2006 HIGHLAND AVE 2017-01-13 - Laserfiche WebLink

o� I russ B1601509 IA42 ProBuiid Ariington. Arlington.WA 98223 � ype Z��P� �� T Siatevnde Restora! � _ I�A� �, � I �-- __ 2 I Job Reference (�tiona� I Run: 7.610 s Jan 29 2015 Print 7.6�0 s Jan 29 2015 MiTek Industries. Ina Thu Apr 28 09:06:01 2016 Page 1 I D:jJ PxMyl D7avkTo2ckU LAYuzV RqT-fueXapav7 BHwOnSEPI_ zkOZkzwCDbcrrlb9lzQzMCaK 1-0-0 0-0-0 5-0-12 6-1-14 10-0-8 13-11-2 15-0-4 16-8-0 1-�-P 5-�-12 1-�-2 3-10-10 3-10-10 1-t-21-7-12 Sx6 = 12.00 12 2x4 = �j' 2x4 I I ��/�- � 4 3�� _. �/. i /: 4x6 , � N 2 � o��1 �v ' wl �\\� �: .� I�I I `"i W2 � , I B1 �� ------ 13 12 11 3x6 I I 6x8 = Sx6 = �• WS ��' 2x4 = 2x4 I I � W4 �� - 6 5x6 = �, 14 ��\,�8 2x4 I I I � �, 9-8-0 � �� �� : � B2 i � — —_ �a 10 9 10x10 = 5x6 I I 0-0-0 5-0-12 15-0-4 16-8-0 5-0-12 9-11-8 1-7-1� Plate Offsets (X,Y)— j8:0-2-8.0-1-Oj, [9:Edge.0-3-8], [10:0-3-8.0-7-12] LOADING (psf) ' SPACING- 4-0-0 TCLL 25.0 ; Plate Grip DOL 1.15 TCDL 10.0 i 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 Stud/Std'ExcepY W4,W3: 2x4 HF No.2 Scale = t :86.4 � CSI. I DEFL in Qoc) I/defl L'd PLATES GRIP ' TC 0.54 ! Vert(LL) -0.1010-11 >999 240 MT20 185/148 �� BC 0.36 Vert(TL) -0.1910-11 >999 180 WB 0.90 Horz(TL) 0.00 9 n/a n/a (Matrix) Attic -0.06 10-11 2160 360 Weight: 336 Ib FT = 20% BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Swiiched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9 JOINTS 1 Brace at Jt(s): 5, 8, 2, 14 REACTIONS. Qb/size) 13=1732/0-5-8 (min. 0-1-11), 9=1649/0-5-8 (min. 0-1-14) Max Horz 13=592(LC 5) Max Grav 13=2044(LC 17), 9=2303(LC 16) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1509i69, 3-4=-1068i102, 4-5=-634,�90, 5-6=-731/76, 6-7=-1093.�139, 7-8=-1059/184, 2-13=-1867/0. 8-9=-4629i 164 BOT CHORD 12-13=-568!482, 11-12=-568/482, 10-11=-107/900 WEBS 4-14--553.'210. 6-14=-553/210, 3-11=-541/379, 7-10=-692/261. 2-11=-93/1077, 8 10=-169/4048 NOTES- 1 � 2-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) Ali 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 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 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 rectangle 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. 4-14, 6-14 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-11 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 ihis truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for U360 deflection. LOAD CASE(S) Standard