2006 HIGHLAND AVE 2017-01-13 - Laserfiche WebLink

o ITruss ype �U� y I T Statewide Restorat -- B1601509 AF01 'i F RDER I 1 __ _ __ ___�_ 2�Job Reference (optional� _ _ _ _ __ ProBuild Adington, Ariington.WA 98223 Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Ina Thu Apr 28 09:06:04 2016 Page 7 I D:jJ PxMyl D7avkTo2ckU LAYuzVRqT-4TJfCqcnQ6f VtE Bp5tYgMe B KD7GUo3iH RZOyaIzMGaH 0-0-0 3-3-9 6-5-7 9-9-0 i 33-9 3_t_13 _ 3-3-9 __J 4x4 = 2x4 i I 3x8 = 2x4 I I R 9 � 10 11 6 12 � 2x4 I I 5x8 = 2x4 I I 4x6 = 0-0-0 3-3-9 6-5-7 9-9-0 , 3-3-9 3-1-13 3-3-9 --------- LOADING (psf) ', SPACING- 2-0-0 CSI. �� DEFL in (loc) Udefl Ud TCLL 25.0 � Plate Grip DOL 1.15 TC 0.22 il Vert(LL) -0.02 6-7 >999 240 TCDL 10.0 � Lumber DOL 1.15 j BC 0.13 Vert(TL) -0.04 6-7 >999 180 BCLL 0.0 ' � Rep Stress incr NO � WB 0.57 �I Horz(TL) 0.00 5 n/a n/a BCDL 8.0 Code IRC2012fTP12007 �i (Matrix) LUMBER- TOP CHORD 2x6 DF No.2 BOT CHORD 2x6 DF No2 WEBS 2x4 HF No.2 REACTIONS. (Ib/size) 8=2646!Mechanica1.5=2646/Mechanical Max Horz 8=197(LC 7) Max Uplift8=-600(LC 4), 5=-600(LC 5) Max Grav 8=2646(LC 1), 5=2741(LC 29) Scaie = 1:46.8 PLATES GRIP MT20 185i 148 Weight: 204 Ib FT = 20 % BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt i-8, 4-5 FORCES. (Ib) - Max. Comp.iMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-8=-2514/536, 1-2=-819i192. 2-3=-819/192, 4-5=-594i77 BOT CHORD 7-iD=-246'869, 10-11=-246/869. 6-11=-246/869. 6-12=-246/869. 5-12=-246/869 WEBS 1-7=-522/1988, 2-7=-1468/166. 3-6=-281/455, 3-5=-2206,'527 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 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 distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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 iall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanicai connection (by others) of truss to bearing plate capable of withstanding 600 Ib uplift at joint 8 and 600 Ib uplift at joint 5. 9) This truss is designed in accordance with the 2012 Internationai Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlfPI 1 . 10} "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top andior bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 235 Ib down and 185 Ib up at 1-10-8, 235 Ib down and 185 Ib up at 3-10-8, and 235 Ib down and 185 Ib up at 5-10-8, and 235 Ib down and 185 Ib up at 7-10-8 on bottom chord. The design!selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2