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„ . <br /> , TNIS D41G PREPAREG FP.OM COMPUTER INPUT (LGACS 8 DIMENSIONSj SUBMITTED BY TRUSS MFR <br /> (66-Zephyrhills Station �F2 -- ** - MG7) <br /> Top chord 33TSC3 00 2.5x3.00-33-55KSI Fasteners=l4AMD Circles stiow the min rio of blue 14AMD62 125 fasteners, squares <br /> Bot chord 33TSC3 00 2 5x3 00-33-55KSI show min no of red 14AMDR2 375 fasteners, and hexagons show m1n no of black <br /> Webs 33Z1 Sxl 62 1 5x1 62-33-40KS1 14AMD2 625 fasteners per member. See DWG TSO11A for z-web details <br /> :W5 43Z1 5x2 50 1.5x2.50-43-40KSI <br /> (A) 43TSBUC5 0 18ga Bent-U connector requlred Square 1ndlcates min fastener <br /> (B) TTC7 clip used, See drawing T5016E for clip detall qty thru connector overlap See drawing T5016 for peak connector detall. <br /> Special loads 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere 1n roof. <br /> ---------------------------------------------- RISK CAT 111 OR iV. EXP 6, wind TC DI_=5 0 psf, wlnd 13C DL=5 0 psf. GCpt(+/-)=0 lA <br /> TC- From 70 plf at 0.00 to 70 plf at 7 50 <br /> TC- From 70 plf at 7 50 to 70 plf at 11 17 Wind loads and reactions based on MWFRS <br /> I BC- From 8 plf at 0 00 to 8 plf at 3 00 <br /> BC- From 30 plf at 3 00 to 30 plf at 7.4G Right end vertical not exposed to wind pressure <br /> BC- From 15 plf at 7 46 to 15 plf at 7 56 <br /> BC- From 30 plf at 7 56 to 30 plf at 7 96 Left cantilever 1s exposed to wind <br /> BC- Irom 30 plf at 7.96 Lo 30 plf al 11 17 <br /> BC- 79 14 lb Conc Load at 7 46 In lieu of structural panels or rigid ce111ng use pur7lns to brace all flat TC C� <br /> BC- 131 44 lb Conc. Load at 7 56 24” OC, all BC @ 48" OC <br /> Bottom chord checked for 10 00 psf non-concurrent live load. Deflection meets L/360 ltve and l/240 total load <br /> Swaged heel, see drawing number T5006 for manufacturtng details See TS standard detail book for truss to truss connections Non-standard <br /> connections to be designed and approved by a Reyistered Design Professlonal <br /> 0 1 A) <br /> c 1 1 <br /> w 1 1 <br /> � <br /> 3 25 � <br /> 1 1 <br /> W 2- -2 <br /> 2- -2 <br /> � 1 1 <br /> 5��1p 5„ ] ] <br /> � Di 1 1 W 2 � <br /> i i ��� <br /> �-3-0-0-� <br /> 7-7-2 q,�6 3-2-8 <br /> � ��`V1BR711/I�P� <br /> �— 11-2-0 Over 2 Support� , �, P'� <br /> R=788 U=167 W=4" ^.�� �� � • ��° ° �r� ��i =471 U=133 W=3„ <br /> �°�`��°P�-�� N SC�°�'l��°�. <br /> � w No, 76�45 : ° <br /> GALVANIZATION - G60 Design Crit. AISI 5100-2007/52-10� � �1��n ,,d'}�' T�:1 FL/-/4/1/-/R/- Scale =.5"/Ft. <br /> ^ **WARNING** LRIISSC�P.CL�IIIkEEYiRC11ECAP.E INFABP.1(f.iING.NAN�LINL.1f1IPPI1IL, i1lSi4LLINf: � �� TC LL 20.0 PSF REF R6384 40654 <br /> / \ AN�9kACING. UNICSS OTHEkIIISE INUIlA1ED, i�il'f,Il�itU SIIALL IIAV[ I'Y.npCl!LY AiTn�I1C0 SiItU�.iUH?l STATE: 0 F <br /> �PINE PApCLS AIID BJi1011 CIIJY,O S114L IICVE:,1'Y.nPEPLY 11TACUC�Y.IfIU Cflllllf. r�/�o ���ti TC DL 15.0 PSF DATE 03/28/14 <br /> **IMPORTANT** FIIANI511 A COYY Of 11115 UCSILN It 111C INSfALL�1i10lI cux7Y.acroa. xnaclr�c �✓���+`�� �COf\IDP 0�;\ BC DL 1J.O PSF DRW MOUSR6384 LQOB�OZO <br /> 'rRUS STEEL DEFIGiE�UII iNIS UE51.1! IS OIIIY FJN. loiCPpl SUPP01;7 Uf IYIISS NCIIII[P.S io REUOCC lIIILY.LIlIG LENGTIIS. ��f�� + m d b D �� O`�f BC LL O.O PSF MO-ENG BWC/BWC <br /> ALL�CSIGN, R7TdCt111(Ni TND IxSTalUnnu nr iCHPORARY 4Np PCUP1411EN7 Gfi4i:ING. T�hC5I5T IAiEF)L �d� ���t ���, e�! C <br /> fOPCES TNC HJL��Y.USSFS Y1I111H, Sll,�lt Bf TNE RCSI'�N]IHfLII'!f�f i,iIICPS. ITI!9111LDIIIf,GUIII'JNEIIIS f,t+UUI' f �i����ld1-�/�O/�O�A TOT LD JQ.� PSF SEQN 13604 <br /> 'Uj o � <br /> ITWBuildingComponentsGrouq Inc. �xc SHALL NnI�E Y.ESVONSIeIE F�N cuY DE'Nr.T1aN rxori nns nevcx ox IIANDLIIIG.SIIIYYIIIf., INSiAILING <br /> Earth City,M063045 >HD ORACING Of reussu dll[OfIIICEN'S SUL on rnis oewiur.APPULS pIILY ro m�uESiri�or ni� ruuss <br /> FLCOA#0278 �������t����Ew�ti���,5��.,�� NUi fl[k«���,�N������aNY o,���k��R� SPAC ING 24.0" JREF- 1V516384Z01 <br />