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THIS D41G PREPARED FROM COMPUTER INPUT (LOADS & �IMENSIONS) S�BMITTED BY TRUSS MFR <br /> (66-Zephyrhills Station �t2 -- ** - .CJ28) <br /> Top chord 43TSC2.75 1 5x2 75-43-55KSI Fasteners=l4AMD Clrcles show the m1n no of blue 14AMD61 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 33�l.75x 75 75x 75-33-45KSI W1 33W.75x1 5 75x1 5-33-45KSI. for details <br /> Special loads 149 mph wind, 33 12 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, I <br /> -------------------------------------------------- RISK CAT III OR IV. EXP B, wind TC DL=S 0 psf, wind BC DL°5 0 psf GCpi(+/-)=0 18 <br /> TC- From 70 plf at 0 00 to 70 plf at 3 54 <br /> BL- From 8 plf at 0 00 to 8 plf at 2 00 Right end vertical not exposed to wind pressure <br /> RC- From 30 plf aY. 7 00 to 30 plf at 3.54 <br /> TC- 42 00 lb Conc Load at 0 12 Left cantilever 1s exposed to wind II <br /> Wind loads and reactions based on both MWFRS and C&C I� lieu of rigid ce111ng use purlins to brace BC @ 48" OL I <br /> Bottom chord checked for 10 00 psf non-r.onr.urrent live load Deflection meets L/360 11ve and L/240 total load <br /> See �f5 slandar•d deLail book for truss to Lruss connecLions Non-standard conneclions lu <br /> be deslgned and approved by a Registered Design Professional <br /> (H) Structural fastia attathed Fascia deslgn and connectlon by others. <br /> � <br /> 1 1 <br /> 6 6 <br /> 2- -2 <br /> 2- -0 <br /> � <br /> �(H) <br /> 5"12 W <br /> —� QQ ii <br /> O <br /> �� z-o-o�� ���at�tenrr►ojr�o� <br /> 3-6-8 Over 2 Support �``��\��, W� CqR�vy�, <br /> R=558 U=504 W=8" m� � °o G�N S'�•�l� P <br /> • � � o �7 r <br /> RL=111/-25 R=-206 ,�i�$� U�98 W=3" a��"°�, <br /> �: � No, 76II45 � � <br /> a� d . -� <br /> GALUANIZATION - G60 Design Crit: AISI 5100-2007/52-10/ ����.,d1����f�`�4 FL/-/4/1/-/R/- Scale =1"/Ft. <br /> '�*WARN I NG*'k IP.II55ES Y.EOIIIP,C EY7AEHE CARE III FABP.IChiIlIG. NAN�LItlG, SII1PP1114. IH�ihILINf. � 0 �[. � TC LL ZO.O PSF REF R6384 40661 <br /> � ;�n STATE: OF ° c�,o <br /> AND BHACING. IINLCSS�i11CHIIISL INIIICAI[D inP f.I1nkU SIIALL IIPYC YkOYCkLY.�liAf.11Cll S1RIIf,TI)HPL <br /> A T 7�7-*7� Nwuas axn xormn r.iman su4u iuv�n Nenrtr�v nir�cueo eiuiu riiiwr.. '�.+ ��p �( P am�4J� T� DL 15.� P$F DATE 03/28 J14 <br /> � .�C o a <br /> r�Lr11vL **IMPORTANT** F�N�,�.��a����Y��tr���s�ts��N �„r��� IHSfhLIAIWNC(1N111{(InN N�=,,�:��� �'•'',��,{'� °o����e° �j.��o`6 BC DL 15.0 PSF DRW MOUSR6384 iaos�ooa <br /> 'rRUS STEEL �EI`IC1E0 UIl iNIS OESIGN I5 ONLY fOY. LtTCVRL >UI`P�tP.T Uf IPUSS 11E11dEP.S iU AEDIIIF OUCY.LING LEIIGfIIi ✓���� ♦�'0NA1_ ��i�''b �C LL O O PSF M0-ENG BWC/BWC <br /> hlL DESIGN, Al1Af,IINCNI ,1N� INSiAlLJ71�N�F iFhIPOfi1AY tllf�PFPFI411CNi 6H4f,INL. II�Y.CSISI L'nlfP�l / I}������ys�l�O/�O�^ TOT.LD. 50.0 P�F SEQN 3284 REV <br /> FOY.CES AB�HOLG TY.IISSCS PLOIItl. SII�LI OC illC FC)Pf�HSIBILIIf 4F O�N(F5, I11!BIIILI�IIIf.Ll�I1VUNE1115 GPUIII' �°U3i o � <br /> ITWBuildingComponentsGroup,Inc. °�': sxui xoi n�Y.[SYnNSIBI[ roe LIIY UCVIxI1�H fHOH TIIIS P[SIf.N nx IIANPLIIlG.SIIIYYING. IIlSIPLI IHG <br /> PIID BP.ACING Of TRIISCCS All[tl4lllCC1!'S SCAL 011 IIIIS OP.JIIIII4 RI'PLICS IiIILY IO III[IiC51GH UF III[ 1�II55 <br /> E�rth Ciry,MO G3045 <br /> FLC0.4#0278 °��'"°,°�"�s"°""'�"°'"�Y«'�°"''"""""�°'°E"W" SPACING 24.0" JREF- 1V516384Z01 <br />