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�i ` <br /> �l . <br /> THIS D41G PREPARED FP,OM COMPUTER INPUT (LOADS 8 DIMENSICNS) SUBMITTED BY TRUSS MFR <br /> (66-Zephyrhills Station �/2 -- ** - EJ77) <br /> Top chord 43TSC2.75 1.5x2 75-43-SSKSI Fasteners=l4AMD Circles show the min. no of blue 14AMD81 25 fasteners and <br /> Bot chord 43TSC2 75 1.Sx2 75-43-55KSI squares show the min no of red 14AMDR1 5 fasteners per member. See D41G TSO11 <br /> Webs 33W 75x 75 75x 75-33-45KSI W1 3341 75x1 5 75x1 5-33-45KSI for details <br /> 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof. RISK lJ1nd loads and reactions based on both MWFRS and C&C. <br /> CAT III OR IV, E%P B, wind TC DL=S 0 psf, wind BC DL=5 0 psf. GCpi(+�-)=0 18 I <br /> R1ght end vertical not exposed to �iind pressure. <br /> Left cantilever is exposed to wind <br /> Bottom chord checked for 10 00 in 11eu of r1g1d r.eiling use purlins to brace �C � 48" OC I <br /> psf non-concurrent 11ve load <br /> Deflection meets L/360 live and L/240 total load <br /> See TS standard detall book for truss to truss connections Non-standard connections to ' <br /> be designed and approved by a Registered Design Professional <br /> 0 <br /> 3 25 �— <br /> 1 1 <br /> 2- -2 <br /> 2- -5 <br /> 1 1 <br /> � <br /> 5"12 W <br /> � O O 1 � <br /> O <br /> iE 3-0-0 �� ,�t�tYY4lfrfPf'r��/ <br /> � 7-6-0 Over 2 Support <br /> ��\g��. Q a a t� o �Q �pv <br /> R=555 U=550 1J=4" ��> Q�a p��G C N 5�.�n� �r�, R=131 U=188 W=3" <br /> RL=172 a � e e�"ei <br /> � + No. 76�345 a p <br /> GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10/!J � ���,dL��'" 'o �`�1 FL/-/4/1/-/R/- Scale =1"/Ft. <br /> *�WARN I NG** iNUSSrs eruui�c vinnic c.�e� in raxxicniinc. un�miinc.snirru�a, irisr�,iiuw 0 [�-. TC LL 20.0 PSF REF R6384- 40657 <br /> � aNll Bksr�Nf,. IINIESS nIIICkIIISf INOI�aIlI�. I��I'flu�Y.D SII�LI II,�VI MY,ItPEY.IY.��Ia�llfll�iY.U�,IUHAI ��� STATE: OF e �� <br /> �P�F v,ucu aim xn�inn rimeo�n<ii m.v� ;i�enririr,�ri,u+co RIIfID riiiuic. "�s��f���o� FC OP 00���,� TC DL 15.0 PSF DATE 03/28/14 <br /> **IMPORTANT'�* nirxl��i a cnrr��r nns nrtiir.H �u tuc 111514LLFIIiiN roi��r.rima imni.ixc i1�,/d� e o 0�`e o° ��ee� B� DL 15.� P$F DRW MOUSR6384 14087018 <br /> Z'RUS S TEEL FLL'OCSILNI'iFIlA1�HNENH �NOIININSf�'LLt11�NY��f'UE111'UY.ANVrSHL"I'tNH411CN75 BHA[INf.CC I'UL�ESIS7LLPICFrL �,,�� `��N A 1.. �'��`''� �+C L L O.O P S F M 0-E N G B W C/B W C <br /> FOPCCS PHD HOLI)iP.U55CS PLIIlIb SII.LL 9l INC RESPUtI,l'INILII�LF u`IIICRS Iil!6111LIi1111.LUIII'�IIEIIiS LRUIIP ��I�dJ111���8�2014 TOT.LD. 50.0 PSF SEQN 13583 <br /> ITWBuildinp ComponanesGroup��/IC. �NC SIIALL Nfll IiE I:ESP�NSIBIL 1�I� 4HY I1fV14iIpN fl<uFl i1115�(SIfN 1�1+IIANIILING. 51111�1'INf.. INS7Al11Nf� <br /> A11p ON�[ING Of IPIIS�[5 All[IIGIIICCY.'S 5[PI DH flll\I)Y..�11111f�nl'Nl lf�ONLY ilt IIIC I�f11f11�I 111[ IY.IIS� <br /> EaRh City,MO G3045 <br /> FLCOA#0278 UEVICiEO NEkE A���s��.«No�BE kCIIEU UYnll���.N�o���E�N„ SPACING 24.0" JREF- 1V516384Z01 <br />