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THIS DVIG PREPARED FP,OM COMPUTER INPUT f�OADS 8 DIMENSIONS) SUBMITTEO BY TRUSS MFR. <br /> (66-Zephyrhills Station (+2 -- ** - CJ18) <br /> Top chord 43TSC2 75 1 5x2.75-43-55KSI Fasteners=l4AMD Circles show the min no of blue 14AMDB1.25 fasteners and <br /> 8ot chord 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 detalls <br /> 149 mph wind. 32 62 ft mean hgt, ASCE 7-10, CLGSED bldg, Located anywhere in roof, RISK lJ1nd loads and reactlons based on both MWFRS and C&C <br /> CAT III OR IV, E%P B, wind TC DL=5 0 psf, wlnd BC DL=S 0 psf GCpi(+�-)=0 18 <br /> Right end vertical not exposed to wind pressure <br /> Provide connection for gravity and upltft reactions shown <br /> In 11eu of r1g1d r.eiling use purllns to brar.r. RC @ 4A" OC <br /> Bottom chord checked for 10 00 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 /> (H) Structural fascia attached Fascia deslgn and connectlon by others <br /> 6 6 � � <br /> 1 1 1- -2 <br /> � 1- -1 <br /> W1 <br /> 5"12 <br /> (H) <br /> Q1 1 1 <br /> � 1-10-4 Over 2 Support�� tq`�`��,�VV '�Cqn�oPy' <br /> \�� �Q. � � mmo 'T� �'i <br /> R=83 U=3 R-90 U=56 W=3" �m'r �opo\C,�NS`°•n� �rr� <br /> RL=53 �. Q� e �'' � o� . <br /> : a No, 76f345 4 � <br /> �� o ? . — <br /> GALVANIZATION - G60 Design Crit. AISI 5100-2007/52-10/ � i��O.r�Zi���1�4 FL/-/4/1/-/R/- Scale =1.5"/Ft <br /> **WARNING** reusscs eemner rriwni<<aer ui r,evu.Rnx�.u,,Nnui�i.. sinrrim,. iu�iuii�u, ° Cr° TC LL 20.0 PSF REF R6384- 40662 <br /> � ANU OkACiNf. IINIFSS nINFkIIIS[ IN�I�A7Cb, Iiil'IIInY,II SII11l IIeVC Pl�nl'FNIY a�14CllF�SiI:IIr,7Ukil r'�� STATE: OF� �(,�� <br /> r4i�e�s,,unX0liUllClluRf�iu<iii�<�� srenr��i.aii4cu�nvu.iocriiinr. '°�d���n �C OP om`�',e TC DL 15 0 PSF DATE 03/28/14 <br /> �� **IMPORTANT** FUF,NI511 A LOPY nl IIIIS�ESIf,N fl IIIC INSI4LLn110N LON7P,�[I�R tlN,tf.IHG �����(��� OR10 e O-�\(`-�`e� BC DL y�,Q PSF DRW MOUSR6384 IQ�8�0�2 <br /> RLL UESIGN. F11?CIIHCNI :.N� INSIaLLAfI�N nf IC114JP.�FY iHt�I�fPNSNINi BY.t�:ING, Il�P.ESIS7 LJICP;.I �dd�'� �Q N A� e��`� B C L L O.O P S F M 0-E N G B W C/B W C <br /> S TEEL OCPILiCD till iH15�CSl�ifl IS UNLY F��P, ISICPAL SUPI'�1P.1 J� IYU55 H[IIflCRS il�AFOIIf.[811[Y.11li,llllf,lllt, � U \' � <br /> FOR[ES AND NULO iP,I1S�CS 1'LUIIH. SHALL NC INf.ACSPON5151LIiY lif uiHEAS I11!Al11lUIPIL COIIPONEIIf51.��iIIY ���dd�J)d���8�2014 TOT LD. 50.0 PSF SEQN 13588 <br /> ITWBuildinqCompanents Group,Ina �N�. sxau xoi n[Hesvoxsioie rnx nr+v o�v�nnax reon ixis nesir,N vu IIANULING, SIIIPPING, INSiALLING <br /> E�rthClry M063045 A���flP,ACINf.or INIISSCS, nll CNfI11ECP.'S SUI ou um nxauiur,r,rru[s oNir iu IIIC�CSIGN nr nrt nuu� <br /> FLCbA#0278 UEYI[1EU uEkC 411U SIIOLL NOI BC BELIEU UYOtI w Axr afuEN H�.Y SPACING 24.0" JREF- 1V516384Z01 <br />