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, • THIS �VlG PREPARED FP.OM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBM[TTED BY TRUSS MFR. <br /> (66-Zephyrhills Station �{2 -- ** - CJ11) <br /> Top chord 43TSC2 75 1 5x2.75-43-55KSI Fasteners=l4AMD Circles sfiow the min no of blue 14AMD81 25 fasteners and <br /> Bot choi•d 43TSC2 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 W1 33W.75x1 5 75x1 5-33-45KSI _ for details <br /> 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere 1n roof, RISK Wind loads and reactions based on both MWFRS and C&C <br /> CAT III OR IV, EXP B, wind TC DL=5 0 psf, wind BC �L=5 0 psf GCpi(+/-)=0 18 <br /> R1ght end vertical not exposed to uilnd pressure <br /> Provide connection for gravity and uplift reactions shown. <br /> in 11eu of rlgid ce111ng use purllns to brar,e OC @ 48" OC <br /> Bottom chord checked for 10,00 psf non-concurrent live load <br /> Deflection meets L/360 live and L/240 total load <br /> See TS standard detail book for truss to truss connections Non-standard connections to <br /> be desi9ned and approved by a Registered Design Professional <br /> (H) Structural fascia attached Fascia design and connection by others I <br /> 3 25 �— <br /> � <br /> 1 1 <br /> � <br /> 10"5 <br /> W1 7'9 <br /> 5"12 <br /> (H <br /> �— 0 � � <br /> � 1-4-15 Over 2 Supports� .�������W rrCqr�l�Po <br /> `��t�p. , � � e o �l;p �'�i <br /> R=70 U=46 R=71 U—S1 W=3" �`v �•e c��C,[j���. ��/��re <br /> RL=42 r Q7 � �o"!� ''r <br /> : � Na. 7���5 � a <br /> ��. � � -� <br /> GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10 1� Q8'�j� �,?rd'��T� 2 FL/-/4/1/-/R/- Scale =1.5"/Ft. <br /> /� **WARNING** rRIIS�E$kC1�IlIP.ECYTAEIICCANEItIIABRICefIlIG, NANDLI174. SIIIPPINb. IN]T4LLIN4 �,M D [�s TC LL ZO.O PSF REF R6384- 40660 <br /> / \ RNO BkAf.ING. IlNLC55 UiHEkIIISF INOICAiCU. LOY CIIOkLI SIIAIL II?VC PY,npEY.LY FifACHCO SiHI1�iUkAL W'� �-u e STATE. 0 F b C�'� <br /> ��� P411EL5 PIIfI AOiIOH CIIOP,fI SIIaLI.I�SVf t PF:OPFVLY J1i4CIIFD NII:ID LLILIHG. '��•p�°p� > Q po° C�,� TC DL 15.0 PSF DATE 03/28/14 <br /> '�� � '��Of�l� \��q C <br /> TRUS STEEL **IMPORTANT** FUkNISN A C�YY��f iNIS UCSIGN fU illE 1115f�1LF1I0N[�INIY,ACiOR NRTI'ING ���� q � � Q d rw\`�� BC DL 1J.O PSF DRW MOUSR6384 IQOHJOLS <br /> � a � {,�\�1� <br /> UEPIC7E0 ON TNIS�ESIGl1 IS UHLY FOP, LnTEVFL SUI'PO@7 Uf iFIISS IICIIOENS Tu FEDOCE OUCY.LING LENGTIIS. '��d� �O G"\`,ati B C L L 0.0 P S F M 0-E N G B W C/B W C <br /> PLL OES[GN, ATTAf.IfMENi AND INS�ALLJ110N OF 7E11YOY.4FY ANU YER11�,11ENi 6Y.A[ING. 10 Y.ESIST ITTEAVI �J l �A1 � �' <br /> FOACES AN�HCL�TP.IISSES Ptlllltl SHnLL BE THE RESPONSIBILIT!(�F OiHEFS ITIJ BIIIL01114 C�III'OIIENTS f.RGUN *��l��t����8/'z014 TOT.LD. 50.0 PSF SEQN 13586 <br /> ITWBuildingComponenisGroup�IfIG, �NC SHALL NOT BE kE5Y0N5IBLE FOR FIIY IIEVIhTION FP011 TIIIS OCSIGN OR tIAlIDLING. SIIIPPINf., INSTALLINi. <br /> ANO�kACING OF 7FIISSE�. AN[H41IlCEP.'S SCAL ON i1115 OkAlIli111 nl'PLICC OfILY T�illC IIC11Gfl OF TIIE iY,lISS <br /> EarthCity,M0G3045 SPACING 24.0" JREF- 1V516384Z01 <br /> FLCOA#0278 UEPICTEU IIEkC c11U SIIALL NOi oE x[LI[u urnil lii n��v OiHEk HAY <br />