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,� • <br /> ., . <br /> TH1S C41G PREPARED FP.OM COMPUTER INPUT (LOACS 8 DIMENSIONS) SUBMITTED BY TRIISS MFR <br /> (66-Zephyrhills Station ��2 -- ** - M9) <br /> Top chord 43TSC2 75 1 Sx2 75-43-55KSI Fasteners=14AMD Circles show the min no of blue 14AMD81 25 fasteners and <br /> Bot chord 43TSC2 75 1 5x2 75-43-55KSI squares show the m1n no of red 14AMDR1 5 fasteners per member See DWG TSO11 <br /> Webs 33W 75x.75 .75x.75-33-45KSI W1 331d 75x1 5 75x1 5-33-45KSI for details <br /> (6) 33TSHL3 5K 20ga H1nge connector required Square indicates min fastener qty thru (A) 43TSSPC3 75 18ga Stralght U connector required See drawing T50048 for peak <br /> connector overlap. See drawlnys TS004 and TS004A for detal7s connector detail <br /> 149 mph wind. 15 00 ft mean hgt, ASCE 7-10, CLGSED bldg, Located anywhere in roof, RISK IJind loads and reactions based on both MWFRS and C&C. <br /> CAT ili OR TV, EXP B, wlnd TC �L=5.0 psf, wind 6C DL=5 0 psf Gf.p1(i/-)=0 lA <br /> R1ght end vertical not exposed to wind pressure <br /> Left can[ilever is exposed to wind <br /> In lieu of structural panels or rlgid ce171ng use purltns to brace all flat TC C <br /> Bottom chord checked for 10 00 psf non-concurrent live load 24" OC, all BC @ 48" OC <br /> Deflectlon ineets L/360 live and L/240 total load � See TS standard detail book for truss to truss connections Non-standard <br /> connecLlons Lo be deslyned and approved by a RegisLered Desiyn Professlonal <br /> �) <br /> C 1 1 <br /> w 1 1 <br /> � <br /> 0 <br /> 3 25 �— 1 1 <br /> 2-7-10 <br /> � 3-0-10 <br /> � 1 1 <br /> 5"12 1 1 <br /> � W� OO ii D � iiii <br /> 0 1 (e) <br /> � <br /> �3-0-0� <br /> � tqt�rttrr►rarry� <br /> �— 11-2-0 Over 2 Support ` , � <br /> � p. Rn � <br /> R=697 U=507 W=4" o'���L� o° G[�f ° •,'r�p��,dt=353 U=277 W=3" <br /> RL=191 •.'`m� va �'� SC no/I.r�i <br /> � <br /> a. ,,. <br /> : : No, 76��5 Q ?. <br /> �� n . -� <br /> GALVANIZATION - G60 Design Crit: AISI 5100-2007JS2-10 1(&YY� �i.,0`!�' T�•1 FL/-/4/1/-/R/- Scale = 5"/Ft. <br /> **WARNING** �kIIS5E5kCf1111NEEY7A[IIL[,1NCINF}Hf;lLf•IIN��. IIANOL1114, SIIIi`I'lll(�. IN=15L11lIL 0 � TC LL ZO.O PSF <br /> � nrin exnciNr,. ux�rss orureuis� INItICaTEb. 1nY f,11��Y,D Slult u,�vi vimr�xir nn.nirn sieucruxa� M.�. STAT� OF • �� REf R6384- 40653 <br /> �P�E P411EL5 ABO XJIIUII CII01'.D SIIeLL u�v��i�eor�vir arueu�n uir.iu cuune. ✓ 0 0 CV+� TC �L 15.0 P$F DATE 03/28/14 <br /> . O�JJJ���p ,c ['] �, a . <br /> 'rRUS STEEL **IMPORTANT'�* fllY.11l)II 1 L�I'Y f�f IIIIS UCSIGN li�III( IIlSiAlL4110N CONIP.aCIOF HP.�C.INL ✓d✓�/�"� ��I\lo 9� \���` BC DL 15.0 PSF DRW MOUSR6384 LQOS�OZL <br /> OLl1UC5�IGNIIiP71nfO,111EN1' ANDnlIINSIALLAiION�nFSiClIPOI;ARYr411�UPCRh14ilCN158NalINUCCOVCP,CSISiLLATEAAL �d����OJ �QNA�, �yg��`� BC LL O.O PSF MO-ENG BWC/BWC I <br /> +i1 1', ) (`[ �,I �jCo <br /> f0VCC5 aND IIOLU IY,U(SFS PLYIItl. SNatt AC iHC RCSV011SIbILIi!Gt JIIICAS. Iill BIIILUItlL LUIII'JIIEIl15 LH0111' r '��Iy+`39W/�p/^O�� TOT.LD. 50.0 PSF JLQIy' ��7 JV� ' <br /> VJ o G I <br /> ITWBuildingComponones Group��IiG. INI. SHALL N�7 flC Y.ESY�NSIflLC f�k a111 OCVIR�ION(NUN f1115��Slfll�N 114NUL111�. SIIIPPINf, fN51aLLIN�� <br /> Earth Ciry,MO G;045 FIID BRACING Of IRIISSCS ,1M[IIGINCCR'S SCAL 011 71115 tlRaIII11G AYPlIfS ONLY TO illC bE51GN Of 711[ IRII)S <br /> FLCOA#0278 UCI'I[iEUnCkCRIlUS11,�LL����rN�Y,[IlfUlll'I�IIIII?N10111fHVqY SPACING 24.0" JREF- 1V516384Z01 <br />