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, THIS D61G PREPARE� FROM COMPUTER [NPUT (LOAOS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. <br /> (66-Zephyrhills Station �2 -- ** - M2) <br /> Top chord 33TSC3 00 2 5x3.00-33-55KSI Fasteners=l4AMD Clrcles show the min no of blue 14AMD82 125 fasteners, squares <br /> Bot chord 33TSC3 00 2 5x3 00-33-55KSI shoo-� m1n no of red 14AMDR2 375 fasteners, and hexagons show min no. of black <br /> Webs 33Z1 5x1 62 1 5x1 62-33-40KSI 14AMD2.625 fasteners per member. See DWG TSO11A for z-web details. <br /> 149 mph wind, 15 00 ft mean hgt, ASCE 7-10. CIOSED bldg. Located anywhere in roof, RISK IJind loads and reactlons based on both MWFRS and C&C <br /> CAT III OR IV, EXP B, wind TC DL=5.0 psf, wlnd BC DL=5.0 psf GCpi(+�-)=0 18 <br /> R1ght end vertical not exposed to wlnd pressure <br /> Left end vertical exposed to wind pressure Deflection meets L/180 <br /> crlterla for flexlble wall coverings in 11eu of rigid ceiling use purllns to brace RC @ 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 <br /> conne.ctions to be deslgned and approved by a Registered Deslgn Professlonal <br /> O R=0 U=0 W=3" <br /> Rh=196 RL=156 <br /> 12 � <br /> O 3- -5 <br /> 2-11-2 <br /> � <br /> � �i <br /> � <br /> 7"4 <br /> �— � 1 1 R=307 U=115 W=3" <br /> Rh=-196 RL=169/-227 <br /> �6"7� <br /> � 2-8-1 Over 2 Supports� �°���,��W�rCq��'°lv <br /> �.``�,��c����'\C E N S�•,QO�'���� <br /> 4 � Na, 76£345 4 °. <br /> !� n � � ,�. � <br /> GALVANIZATION - G60 Design Crit• AISI S100-2007/S2-10/ � 3��6,.��1'�"ef�1�10 FL/-/4/1/-/R/- Scale =.75"/Ft. <br /> /� **WARNING** �PU]SCSNCOIIIRECYTAEIIECAP.CU+FJBRICl.TIN4. IIANOLIN4, SHIPP111G. IIISi4LLING OC�� TC LL 20.0 PSF REF R6384- 40667 <br /> / \ ANp 9k1f.�NG, IINLISS�fI1Fl!IIISI IIlOIf„11FI1 I01�f.NON�511{II IITVf FY.IIPEI'LY A71A�IIfO SiI;IIfIUkPI �'�• STATE: OF � �b <br /> �P� PRIlCLSANDtl011UllCllpl!OS114Llunvi4l'I!UPEPLYnn.+cx�oevuocrnwr,. '�'o��O��p� F P 00° �Lb TC DL 15.0 PSF DATE 03/28/14 <br /> **I MPORTANT*'" fON111511 1 Cnl'Y nf 71115 I�CSIf.N IJ IHC 11lSidll!•11aN ClNll'AC�i�F HPaCING ��J/'� p p O�IO 0f�^\�,��`� BC DL 15.� PSF DRW MOUSR6384 14087023 <br /> Z'RUS STEEL uu�icTeu��n nns n�sin�i is n�uv vnr. i�,rcrni surrnet nr rructi IIf118CP.S m R�nua uucvu�w�uir,rm. �>�d� �� ``v���`� B� LL �.� P$F MO-ENG BW� BW� <br /> nLL UCSIGII. FI7nCNNCNI PNO IN�IAII.�IION nf iC11PO4:sAt i11L YCPlIeIICNI BY.4i:ING. fD Y.CSI51 l}ICP?l � N A L��1 e�� / <br /> rowces�xo xmo rewies riunu, su,�u ec tu�aesronsiuwn uv anrzns im auuuini.eom•onuns�,wr,m� l������i1'U'�/2$/2014 TOT LD. 50.0 PSF SEQN- 13592 <br /> ITWBuildinp ComponantsGroup,lne. �xr. sxau��ni n[vcsvnxsinir rnx,nr ucvirnmri rxmi rx�s n[s��n ou IIeNf�LIBG, 51114YINf.. INS1Al11NG <br /> nxn an+nnr.ar �nu�s[�. an niruv[e•s s[n un nns ue�uiuc arruts omr m un ocsicx ur nn u:usc <br /> Ea�thCiry,M0G3045 $PACING 24.0" JREF- 1V516384Z01 <br /> FLCOA#0278 UEI'IC7CU IItMC�,uu sn,ni uui nt eniru imnu w+rn nn¢u x.v <br />