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o � <br /> u . <br /> THIS D41G PREPARED FROM COMPUTER INPUT (LOACS & DIMENSIONS) S�BM[TTED BY TRUSS MFR <br /> (66-Zephyrhills Station �p2 -- ** - M11) <br /> Top chord 43TSC2.75 1 Sx2 75-43-55KSI Fasteners=l4AMD Circles show the min no of blue 14AMDB1 25 fasteners and <br /> Bot chord 43TSL2 75 1 5x2 75-43-55KSI squares show the min. no of red 14AMDR1 5 fasteners per member See DWG TSO11 <br /> Webs 33W 75x 75 .75x 75-33-45KSI for details <br />, (A) 33TSBUC3 5 20ga Bent-U connector requlred Square lndicates min fastener qty (B) 33TSHC3 5K 20ga H1nge connector required Square indicates min. fastener qty <br /> thru connector overlap. See drawing T5004 for peak connector detall thru connector overlap. See drawings TS004 and T5004A for details I <br /> 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wlthtn 4 50 ft Id1nd loads and reactions based on both MWFRS and C&C <br /> from roof edge, RiSK f.AT TI1 OR iV, FXP R, wind TC D1.=5 0 psf, wlnd �C DL=5 0 psf. , <br /> GCp1(+�-)=0 18 Right end vertical not exposed to wind pressure <br /> Left can[1lever 1s exposed to wind Truss supports vertical loads on truss chords only Structural gable verticals are <br /> to be attachied to truss chords only For wind load on the face of the truss, gable <br /> In 71eu of structural panels or rigld ce111ng use purllns to brace all flat TC @ 24" verticals and connections are to be deslgned and supplied by others to transfer <br /> OC, all BC @ 48° OC, wind loads to the roof and ceiltng diaphragms <br /> Bottom chord checked for 10 00 psf non-concurrent live load Deflection meets L/360 live and L/240 total load <br /> See TS s[andard detall book for truss [o truss connections Non-standard connections to <br /> be deslgned and approved by a Registered Deslgn Professtonal. <br /> 0 1 (A) ,, <br /> c 1 1 <br /> w 1 <br /> 1 1 <br /> 3 ?5 r— 1 1 <br /> 2-1 -11 <br /> O 3-4-11 <br /> � 1 1 <br /> 5"12 1 1 <br /> � QQ QQ i i �i � i i i <br /> 0 1 (B) <br /> � <br /> �3-0-0 ��E 8-1-2� ltjr —I�I <br /> �E 11-2-0 Over 3 Support�� �� . �� �� <br /> R=698 U=308 W=4" �°``��po°�C,[fVS°.�Q���r! R=336 U=159 W=3" <br /> RL=138 .,'�`Q7 � � F ���f�;=16 U=15 W=3" <br /> o � <br /> : + Na 76F345 + °, <br /> :./ n , • .o <br /> GALVANIZATION - G60 Design Crit• AISI 5100-2007/S2-10 1� ��T�:l FL/-/4/1/-/R/- Scale =.5"/Ft. <br /> /� **WARNING'kk iY.II55ESP.E0111kEEYiACIICCAP.E111FAHP.ICa1111G.NANOLIfl4.SI11PPING. II1tiiAlLIN6 �wt (� /� [ r O [�� TC LL Z�.� PSF REF R6384 40652 <br /> /\ PNO BY.�CING. IINLCSS nfIIEY.HItE IN�Ii'.�IEI1. InP f,llni!�SIIaLL 11>I'I I•I:nYEY.IY A�T4CHCI1 SLY.II�fI1MAl � �1./r �J�/-t�[. O(' b [/,b <br /> ALPINEaanns uin uunnn nmxu su�.ii xcvE�rvnr�r�y annuiro nirio r.iiiiur. +"d.,rQ�on� � A mo���° T� DL 15.� P$F DATE 03/28/14 <br /> 'r*IMPORTANT** ruei�isu �cwr�.r uns msieri ro in� u+sr�,uaiic��coxrr.�u��a NAnCIHG "��� �((j��� ���'���Q m�\Cv���y��`0 B� DL 15.� P$F DRW MOUSR6384 14087022 <br /> Z'RUS STEEL DEPICiEO Uq THIS�ESIr,N IS f1111Y FOP, L4IEPAL SIIPI'JI!T Of IYUSS IICHI{�RS lu p[DIICC BIICY.LING L[NGIIIS. ���d� I + � � � Y`�`,`` BC LL O O PSF MO-ENG BWC/BWC <br /> FLL UCSIGN, FilpClllICNT ANp INS�dLIaIInN OF iElIPOY.4RY 4NL�PFRN4NCNi fiBACING. if�Y,CSI57 LPiCAdL �J ��N A� �,� <br /> f�P[ES AN�IIOLI)IP.1155C5 PLIIIIM. SNALI PC fHE RESV�NSIBILII'I Of O�IIIPC. fll!pUIl1�IN(:CUIIPOtICNi51:RUllP ��al��1b���8�2014 TOT.LD. 50.0 PSF SEQN- 13581 <br /> ITWBuilding ComponentsGroup��f10. �NC SH,�LL Nnl IiE N,E51'nN5I6IF If�k n11Y Uf.V1AlI0N fNOhl�IIIS I�ISIGN 01+IIANULIIdG. SIIIPPINL. IIVSIOLIINL <br /> EarthCity,M063045 R��n nnuu�c ar inusses. +n uiaivae.•s s�+�on rnu neninuc u�ru��uxir rn ni�otsu:u or nie reuss <br /> F�C0.4#0278 �>�P�[IN II[kC nnu su,+ii.xnr nc e[u[u urnn w.rir,-,nirn���,r SPAC I NG Z4.�" JREF- 1U516384Z01 <br />