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, � THIS D41G PREPARED FP,OM COMPUTER INPUT (10AD5 8 DIMENSIONS) SUBMITTED BY TRUSS MFR <br /> (66-Zephyrhills Station �2 -- ** - EJ6) <br /> Top chord 43TSC2 75 1 5x2 75-43-55KSI Fasteners=14AMD 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 Dl•IG TSO11 <br /> Webs 33W 75x 75 .75x 75-33-45KSI W1 3341 75x1.5 75x1 5-33-45KSI for details <br /> 149 mph wind, 33 65 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4 50 ft Wind loads and reactions based on both MWFRS and C&C <br /> from roof edge, RISK CAT III OR IV, EXP B, wind TC DL=5.0 psf, wind BC DL=5 0 psf <br /> GCpi(+/-)=0 18 R1ght end vertical not exposed to wlnd pressure <br /> Left cantllever is exposed to wlnd Tn 11eu of rlgid ce111ng use purllns to brace �C @ 4A" OC. <br /> Bottom chord checked for 10 00 psf non-concurrent live load 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 designed and approved by a Registered Destgn Professtonal <br /> 0 <br /> 6 � <br /> 1 1 <br /> 3-2-11 3-5-12 <br /> � O <br /> 5"12 <br /> W <br /> � Q ii <br /> O <br /> �z-o-o-� <br /> t`tqql�91►I/itrPypP <br /> 6-0-0 Over 2 Supports����-�—�/�j ��' <br /> q�t��p. o a�o 0 o�,P <br /> R=428 U=206 IJ=B" ��,� �a oR°�1Q��°�j991•l���/"r�� <br /> RL=182/-29 r � • �' � a f� ,. <br /> � : No, 76�345 + = <br /> ��, 0 a �° <br /> GALVANIZATION - G60 Design Crit. AISI S100-2007/52-10/ 1 .,;�?�4���fi`�•6 FL/-/4/1/-/R/- Scale =.75"/Ft <br /> ^ '"*WARN I NG** reuss�s eruim�e erraen�eaar IN FTORICAiIN4,IIAIIDLINf,. �IIIPP111G. INSI4lLIHL a G�� TC �L 20.0 P$F REF R6384- 40663 <br /> /\ ANO BY,Af,ING. IINLESS�iH[Y.1115C INlllf.nlCLl. �01'f,I1��kU SIInIL NAV[I'Y,npCY.IY AiIA411F11$IY.II�IUkAI � '�• STATE: 0 F � �'0� <br /> �P�F Y611E15 dN�bOii�H CIIOP.0 SH>LI IItYC t PHUPEYLY nn�curo P,IGI�CElllqf.. �j�dfO�Oe� /`� O P a 0°C�` T� �L 1 5.0 P$F D A T E 0 3/2 8/1 4 <br /> �- <br /> **IMPORTANT** fur.ulsn.�cnprnrrmsnnici� r��wcIN51AlLF110N[JNiRACfOR. IIPdCINL �'',� � ��1 `°-`V` � ` B� DL 15.� P$F DRW MOUSR6384 14067006 <br /> Z'RUS STEEL IIEPICTEO UII LIIIS�CSI aN IS UNLY Fi1P. L>iEPhl 5111'P�1RT �F TPIISI HCIIIIERS N REOIILE IIIICY.IIN.LENCTIIS. d�A�� �p� �Q0 1O QY \'�``e B C L L Q.� P S F MO-E N G U W l. D W 1. <br /> RLL OESIGN, AIiA1.IIHENi TN� IIIST,iLtAiI�N 0( �E11VnI:A�V AHf�P(R11411ENT fl1l4lING, Il�P.C511i L>iCR.�L ��� ��1, `^ ,�y` / <br /> FUPCES}pp��plfl iP.USSES P111115. (HALI NC iNE AESP[IIISINILIII UF llll(RS Iil!PIIIIDINC LUIII'JNEIIiS f.R��IIP '�d+���ia�i�ZBizo�4 TOT LD. 50 0 PSF SEQN- 13589 <br /> ITWBuildingComponentsGroup��IIC. �Nf. SIIALL Nil7 BE Y,f5V1+NSIBLE(ON SNY OC'/IR7IGN fN�H i1115�FSIf,N l�F II4N�LIII�.SNIPPIIlG. INSiiLLlllf. <br /> aH0 BP.ACING OF fPIIS5C5. AN[IlfilllC[R'S 1[at DIl TIIIS OY.aIIIHf�PPLIft OHIY lU i11[I�CtIGI!�f illC IP.II�� <br /> Earth City,MO G3045 <br /> FLC0.4#0278 uu�icieu ueuc cuu 5u,�i�Nui ai r.ruru urnu iu oxr nnrzH u�.r SPACING 24.�" JREF- 1U516384Z01 <br />