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Job Tfuss �fUss Type • Qty P y Premier Housing � 0372i6 R05 Hip 2 S 71q811003 Job Reference{aptiona!) Hilek Truss LLC, Brooksville,FL. 7.640 s Apr'19 2016 Mi fek Indusiries,Inc.W ed Apr OS 13:29:43 2017 Page t ID:xs3wFp1 uqjiwyM8e7CQAhbzYMUi-StAQH89ypTAi 6fSW cg_en?IZrwfdyYradoWrkTzTmVs ,-1-4-0 8-8-0 , 15-4-Q , 17-8-0 24•0-0 , 32-8-0 ,34-0-0� i-4-0 8-8-0 8-4-0 2-8-0 ' 6-4-0 8-$-0 1-4-0' Scale=1:59.0 4x8= 4x8= 4 20 21 5 5.04 S 2 3x4% 3x4� 3 6 �'�./"~72 �� 10 -_---.t � 5xb= �a 13 Ax4% 4x4= 9 � `� 2 �.sx4 II �.sx4 II ��-� $ I� oj �. a 2So 12 3x9� 3x8= , 8-8-D _ � 15-Q-0 i6-4-0 Y7-$-0, 24-0-0 32-8-0 � $$_p � 6-4-0 1-4-0 1-4-0� 6-4-0 $-$-0 Piate Offsets{X Y} (2•4 0 9 Edqea [4�4 5 8 0 2-41 [5�0 5-8 D 2-4] R'Q-a-9 Edqe� (11'D-2-8 0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. QEFL. in (loc) I/defl Ud PLATES GRfP TCLL 20.0 Plate Grip DOL L25 TC q.74 Vert(LL) -OA2 11 >938 240 M720 244/190 TCE7l 10.Q �umber Dfl� 1.25 BC d.51 Vert{TL} -1.OS 9-1fl >368 1$0 BCLL 0.0 ` Rep Stress Incr YES WB 0.91 Horz(fL} 0.64 7 Na Na BCDL 10.0 Code FBC2014/1�PI2007 (Matrix-M) Weight:1491b Ff=20%a LUMBER_ _ . BRACING- TOP CHORD 2x4 SP SS*Except' TOP CHOflD Structural wood sheathing directly appiied or 2-2-0 oc purlins. 4-5:2x4 SP Na2 60T CHQRD Rigid ceiling directly applied or 4-9-8 oc bracing. BdT GNORd 2x4 SP SS WEBS 2x4 SP No.3 REACTIONS. {IbJSize) 2�13871Q-7-10,7=13871fl-7-14 Max Horz 2�-190(LC 8) Max Uplifl2�q34(LC 1q),7=-434(LC 10) FORCES. (ibj-Max.Comp./Max.Ten.-AN forces 25d(Ib}or iess except when shown. TOP CHORD 2-3=4752/2277,3-4=-3584/1669,4-20�-3505/1716,20-21=-3505/1716,5-21=3505J7716, 5-6=-35 8411 6fi9,6-7=-4752l2277 BOT CHORD 2-13=-i96014398,12-13=-198114403,1 1-1 2=-1 1 9813349,1 0-1 1--1 1 9819349, 9-10=1961/4403,T-9=1960/4396 WEBS 3-13=0/274,3-12=-1121l753,A-12=-2071570,A-11=-255/618,5-11=-255/637, 5-10=2021570,6-1 0=-1 1 341753,8-9=QI274 NOTES- 1)Unbaianced roof live Soads have been cansidered tor this design. 2)Wind:ASCE 7-10;VuIt=l4omph(3-second gust}Vasd=tO8mph;TC[3L=5.Opst;BGdt=S.Opsf;fe=l7ft;B=45ft;L=38if;eave=5tt;Ga#.Si; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and GC Exterior(2)zone;GC for members and farces&MW FRS tor reactians shown; Lumber QOL=1.64 plate grip DOL-1.60 3}Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a t 0.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed tor a live load of 2o.Qpst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fiF bstween the battom chord and any other members. 6)Bearing at joint(s)2,7 considers parallei ta grain value using ANSUTPI 1 ang}e to grain formuia. Buildi�g designer shouid uerify capacity of bearing surtace. 7}Provide mechanicai connectio�(by othars}of ttuss ta bearing piate capatrle of withstanding 434 Ib uplifl at joi�t 2 and 434 Ib uplift ai joint 7 8)Warning:Additional permanent and stability bracing for truss system(not part of this camponenl design)is always required. �WARNING-VaNfy destgn paramefars and RFA7T NOTES QN TH7S AND tNCtUDED MIlEK REFERANCE PAGE MR-T4T3 rev.SO/D3120t5 BEFQRE U3E. Design valid for use onry with MITek�connectots.This design is based only upon parameters sho�vn,and Is tor an(ndlvidual butlding component,not a truss system.Before use.Ilre buildinn desiflner must vedry the applicabtlity of design paramelers and properly incorportate�his deslgn InTo�he overall � buitding destgn. &actng indlcated ts to prevent buckting of indlvidual huss web andlor cliord members only Additional temporary and pe�manent braGng ��r�� is aVways requtted for sfobillty and fo prevent coltapse wtth poatbte personol inJury�d property damage. Fo�generoi guEdance tegardin(}the &904 Packe East Blvd. fabdcatlon,storape,deilvery,ereclion and brac(ng of lrusses and tn�ss systems,seeANSi1TPfl 9uatiry Critecia,PSB-84 and BCS!Bviiding Component Tampa.FL 33610 Satety Informatlon available from Truss Plate insfilute,218 N.Lee Sireet.Suite 31"2.Alexandda,VA22314. I