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1I Y <br /> • ' THIS DVIG PREPARED FP.OM COt1PUTER INPUT (10AD5 8 DIMENSIONSj SUBIIITTEO 8Y TRUSS MFR <br /> (66-Zephyrhills Station f�2 -- ** - HJ7) <br /> Top chord 43TSC2.75 1 5x2.75-43-SSKSI 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 33W 75x1.5 .75x1.5-33-45KSI for details <br /> Special loads 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLGSED bldg. Located anywhere in roof, <br /> -------------------------------------------------- RISK CAT III OR IV, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf GCpi(+/-)=0.18 <br /> TC- From 10 plf at 0 00 to 10 plf at 10 48 <br /> BC- From 10 plf at 0 00 to 10 plf at 4.18 IJind loads and reactions based on MWFRS <br /> BC- From 10 plf at 4 18 to 10 plf at 1� 48 <br />' TC- 225.00 lb Conc. Load at 0 06 R1ght end vertical not exposed to wind pressure <br /> Left cantllever is exposed to wind In lieu of rigid ce111ng use purllns to brace BC @ 48" OC <br /> Oefler.tlon meets L/360 17ve and L(240 total load See TS standard detal7 book for truss to truss connectlons Non-standard <br /> connectlons to be designed and approved by a Registered Design Professlonal <br /> (H) SCruc Wral fascia allached. Fascia design and connecCion by oLhers. <br /> I <br /> I <br /> � <br /> 1 2 <br /> 2 3 � I <br /> 1 1 1 � <br /> 2- -2 2-5-13 II <br /> 1 1 'I <br /> �i <br /> � (H) 1 1 <br /> 5"12 �� <br /> � Q ii Q ii zi <br /> � � ' <br /> �� 4-2-3 —� ,����oaerrrrri�,,/� , <br /> � 10-5-12 Over 2 Suppo���., 9 P I <br /> smo ! <br /> �� � �� � ° o �P <br /> R=719 U=221 W=5 657"�a°��'o°�\G N s�,°n Oj/Pr� R=79/-483 U=133 W=3" <br /> � ° ° !i � <br /> � : No, 76�345 * =. <br /> GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10/!, 0 �(1P.-r�����1 FL/-/4/1/-/R/- Scale =.75"/Ft. , <br /> *'FWARN ING** reusses eenuir.e caraurz e�ee IN FAOP.1CA71NG, HAII�LINL.SIIIPPING. INS1M1LfING r a ..m TC LL 2��� P$F REF R6384- 40656 <br /> � � �.,n s-rAre: or- • �,� <br /> ANO BY.ACING. IINLC55 n�1IfN.IIISC IN011aifU, i��P CIIOkD SIIALL II,�VC PI;OPEY.LY Jilnf,ll[IJ SIY.IICiI1kAI yI � 0 a <br /> A T 7�� 7XIIElS AND BOI7UFl[IIGP.0 SIIFLI unve n rr.orcv�r A�iACpCD RIG1�CCILIIIG. �� C� • , o �,r T C D L 1 5.O P S F D AT E 0 3/2 8/1 4 <br /> r �,(� e � <br /> t�Lr **IMPORTANT** vuFwsn AlOPY nr �xis oes�au io we msrsunnm+lONIP.ACI�p un,:r.ixc s°r.rd`' �p ORIO� r.�`!�� BC DL 15.0 PSF DRW MOUSR6384 14087019 <br /> TRUSS �r� �NAL �� BC LL 0.0 PSF MO-ENG BWC/BWC <br /> TEEL UEPICICO UII i1115�CSIL11 IS UHIY FJk LR7CPAL SUPI'�kI Jf IVUSS IICIItlCNS iu ACUIIGC BIICY.LIIIG LCllf.ill) �`,� � �` ��4 <br /> ALl UESILN, piTAf,NNENT ANU INSiALLAiION OF iElil'ONAPY AIl�PCRMaHEN7 BRACING, i0 P.ESISI LA�EPAL se ea�a��i��1L8�ZO�4 T 0 T.L D. 5 0.0 P S F S E Q N- 3 2 9 8 R E V <br /> FOPCES All�HOL�TP.IISSES F1U118. 51{pLL OC illC RESPD11518ILITf f�F OiNERS ITH BIIILDIN4 LDIIPOlIENiS LRUUP '� <br /> ITWBUildingComponenesGroup��fIC. ���� SNALL NOl BE ItE5PON5101C FIIR tHY UEVIAiION fI+OM i1115 DESIGN ON IIANLLIHG, SIIIPI'lllf, INSTALIIHi� <br /> ANO BRACING Of 7RUSSCS. AII CNGIIIEEN'S SCAL U11 fNI5�RALIIIlG RYPIIES ONLY 7�IIIC UCSIGI{DF 711[ iY.1155 <br /> EarthCity,M063045 SPACING 24.0" JREF- 1V516384Z01 <br /> FLCOA#0278 ���P����U HENC Anu suau NUT BC kELlClI uvmi iu�xr onicx H,r <br />