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• , THIS D41G PREPARED FROM COMPUTER INPUT (LOA�S 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. <br /> (66-Zephyrhills Station �f2 -- ** - CJ2) <br /> Top chord 43TSC2 75 1 5x2.75-43-SSKSI Fasteners=14AMD. Circles show the m1n no of blue 14AMD61 25 fa'steners and <br /> Bot chord 43TSC2 75 1 Sx2 75-43-55KSI squares show the m1n. no of red 14AMDR1 5 fasteners per member. See Dl•IG TSO11 <br /> Webs 33�! 75x 75 .75x 75-33-45KSI W1 3361 75x1 5 75x1 5-33-45KSI. for deta115 <br /> 149 mph wind, 32 52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK Wind loads and reactlons based on both MWFRS and C&C <br /> CAT iIi OR IV, EXP B, wind TC DL=5.0 psf, wind BC DL=5 0 psf GCpi(+/-)=0 16 <br /> Right end vertical not exposed to wlnd pressure <br /> Provlde connectlon for gravity and upllft reactions shown <br /> in lieu of rigld ce111ng usr. purlins to brace 6C @ 48" OC <br /> Bottom chord checked for 10 00 psf non-concurrent 11ve load <br /> Deflection meets L/360 live and L/240 to[al load <br /> See TS standard detail book for truss to truss connections Non-standard connections to <br /> be designed and approved by a Registered Design Professional <br /> (H) Structural fascia attached. Fascia design and connection by others <br /> 6 �- <br /> 0 <br /> 1 1 <br /> 1-2-11 <br /> � 11' 11 <br /> W <br /> 5"12 <br /> (H) <br /> Di 11 <br /> �``p�i`in9�tllf)1ypPF' <br /> � 1-7-7 Over 2 Support�� \1�dav � av� cq,��tv'� <br /> R=71 U=24 R=78 U=111 W=3" p0�`�\p°� Ci�N �°��''/' <br /> RL=83 �w� •u �'� SC� °o��"'� <br /> � + No, 76£345 � � <br /> GALVANIZATION - G60 Design Crit: AISI 5100-2007/S2-10/0 � ����4 FL/-/4/1/-/R/- Scale =1.5"/Ft. <br /> ^ **WARNING** 7ausscsr.�euixecrteorzc.xEII1FdtlN.ICA�ING. HANOLINf..5111PP11lG, IHS151LING � �tl S.f.A�.� Or s �� TC LL 20.0 PSF REF R6384- 40665 <br /> /\ nN�BkACING. IINlCSS��iHEkIlISC INOICATCD, inP CIInY,D 51I.1L1 INVf I'knPEkLV PiT4CllE�SikI1f,IUItTt � Q (� � �` TC DL 1J.� PSF DATE �3 �O 14 <br /> A T �"]� YANELS ANtl tl017U11 CNORG SIICLL 115YC A PNUPEPLY ai74CHEU R����«������. `+r�.��`° (•/O�lo{� 0O �O ❑ C / / <br /> L-„Jr **IMPORTANT** FIIRIII511 i COVV I�F �IIIS UCSIGN Iil fliC INSiRLL47I011 CON7Y,aC�Op NPAGINi. ��d� O a a Q �Q 0 G'\`e` �7� DL 1J,0 PSF DRW MOUSR6384 14087��1 <br /> Z'RUS STEEL �EPICTfD 01!iN15 UESIGN IS ONIY FUH LR7CPAL SUPYUkT OF 1PIIS5 NCIIBERS TU AEDIICE IIIILY.LING LENGTII) �f��� �O N A� ��`��` �C L L O.O P S F M0-E N G B W C/B W C <br /> ALL OESIGN. AITAf.11hIENT ANU INSiaLLA�ION Of iEIIPORAPY AII�PERhl511ENT BRACING, in P,CSIS7 LpiERPL 1 f 1 ,�`p, p� tA <br /> fOP.CCS ANO IIOLU iNI1SSE5 PLUIItl. <tIALL 8E �IIE RCSYplISIBILIif OF OIIICPS Iill BIIILDINf;CUIII'pNCIliS 4RUIIV o'g��a�'�VJ��O�ZO3Y TOT.LD. 50.0 PSF SEQN 13591 <br /> ITWBuildingComponenisGroup�lI1C. ��IC SHaLL N01 AC Y.ESY�NSIBL[f�N 411Y OEVIFTION fHOH lIIIS 1+C51LN�i�IIAIIDLIIIG. 51111•I'ING, INSIAILINi. <br /> RNO BRACINL OF TpI155E5. AN ENGIIlEER'S SEAI 011 IHIS ORA111NG�PPIIC$ONIY i0 TNE OESIGI!I11 illE �P.I1S5 <br /> Earth City,MO 63045 <br /> FLC0.4#0278 �,����,E�HFkC qllU SIIPLL Nar a���a�����-��� III nllY OLIIEN N�. SPACING 24.0" JREF- 1U516384Z01 <br />