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�; , <br /> .. � <br /> THIS DVIG PREPARED FP,OM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR <br /> (66-Zephyrhills Station �k2 -- ** - T18) <br /> Top chord 43TSC2 75 1.Sx2.75-43-55KSI Fasteners=14AMD Circles show the min no of blue 14AMD61 25 fasteners and <br /> Bot chord 43TSC2 75 1 5x2 75-43-55KSI squares show the min no of red 14AMDR1.5 fasteners per member See OWG TSO11 <br /> Webs 33W.75x.75 75x 75-33-45KSI for detalls <br /> W1, W% 33W.75x1 5 75x1 5-33-45KSI - <br /> (A) 33TSBUC3 5 20ga Bent-U connector required Square indicates min fastener <br /> 149 mph wind, 33 98 ft mean hgt, ASCE 7-10. CLOSED bldg, not located within 4 50 ft qty. thru connector overlap See drawing T5004 for peak connector detall, <br /> from roof edge, RISK CAT III OR IV, EXP B, wlnd TC DL=5 0 psf, wind BC DL=5 0 psf <br /> GCpi(+�-)=0 18 Wind loads and reactions based on both MWFRS and C&C <br /> Left and right cantilevers are exposed to wind In lieu of rigtd ceiling use purlins to brace BC @ 48" OC <br /> Bottom chord checked for 10 00 psf non-concurrent live load Deflection meets L/360 11ve and L/240 total load <br /> 0 1 A) <br /> c 1 1 <br /> w 1 <br /> � 6 6 <br /> 6 6 � <br /> 1 1 1 1 4-1-12 <br /> � � � � <br /> 5"12 W 5"12 <br /> � �i iii �i � <br /> � 0 <br /> �2-0-0� �2-0-0� <br /> L t�tt�9tflPli���, <br /> �— 13-4-0 Over 2 Support � , P <br /> �� /�,p�P <br /> R=623 U=278 1J=8" va�����a��,3���'�1+�=r�p�'r <br /> RL=98/-98 �°``Q7 •° �' � °o��i <br /> v � <br /> � � Na, 7G�45 b °. <br /> GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10 e � �1��0 .,�'1�' T�:1 FL/-/4/1/-/R/- Scale =.5"/Ft. <br /> **WARN I NG** �kII55CS P.CLIIIP.E fRAEllt caee Ip fatlP,ICFIING.HANp11BG, SIIIPP1111i. 1115ftILIN1: w 0 �� TC LL 20.0 P$F REF R6384- 40650 <br /> � AND OY,ACINL. IINLC55���IICY.IIISC INOICnICi�, InP fllnitlt SII.LLL IITVL I'M,nPfY.LY Tilnf.Nll1 STI:IIr,�UkAI STATE: OF <br /> A T �� P0.11EL5 PHO BOi7011 CIIGRO 511tLL IIAVE a PP.UPCVLV ofT�[IIEO Y.IfIU CCILIIIti. d�•� O [��v TC DL 15.O PSF DATE O3/ZS/14 I <br /> �-� �r��° F/ r]1 A ° �`�va <br /> 'j'RUSSTEEL �*IMPORTANT** FUP.IIIS{IAfPPY��fiNIS1iLSIGN ��IIIICINSinLLAIIJNC�INik�CInF tlI�AClqf. ��Y�+C�� `Or'\1� p� \`1q BC DL 15.0 PSF DRW MOUSR63841QOS�OOS I <br /> IIEPICTEU aq iN15 UESIGN IS ONIY FUP. Lh7EPAL SUPPOCi UF IPIISS IICIIBCItS iu ACDVCC IIUGY.LIIlr�LENGiIIC ��,��� p � de {�(� p p (� <br /> ALL DESIGN. FIiAf.11N[I!T aN� INSiTll41101!n( TEIIPOP.ARY nll�PEPII411CHT 6P.AlINf.. 1�P.ESI51 LJiER?L �d�df� �O N A� � t`e1' "" L L Q.� P S F MO-E N G UW C/D W l. � <br /> (DPCES RN�Ii01.0 TP,U�SES PLUIItl, SNaLL PC IIIC RCSI'ONSItlILIfIOf�IIIfRS, fTl!BUILf11Nf,CUIIP011CIII5 LNUIIP � �1d!!lN���8�Z014 TOT.LD. 50.0 PSF SEQN- 13580 <br /> ITWBuildingComponentsGroup��IIC. �NC SIIALL NOi BE kESY0N51B1C fOk AIdV OEVIATION FIIOM TNIS I�ESIfN UR NaNULiHG. SIIIPVINf., INSIALLINb <br /> E�AII Clty,MO G3045 AND BRA[ING Of iPUSSCS. AN CNGIIIEEP,'S SCAL ON THIS�RA111NG APPLICS ONLY TO TIIL OCSIGII OF TIIE iRU55 �' <br /> FLC0.4#0278 UEPI[IN IIEkC RIIU SIIaLL NOT BC k«������.��� III TNY OiNCN k�, SPAC ING 24.0" JREF- 1V516384Z01 <br />