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„ � <br /> + I THIS D41G PREPARED FP,OM COMPUTER INPUT (LOAOS 8 DIMENSIONS) SUBMITTED BV TRUSS MFR <br /> (66-Zephyrhills Station �p2 -- ** - HJ6) <br /> Top chord 43TSC2 75 1 5x2.75-43-SSKSI Fasteners=14AMD Circles show the min no. of blue 14AMDB1 25 fasteners and <br /> Bot 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 3341 75x1 5 75x1 5-33-45KSI for detalls <br />, Special loads 149 mph wind, 33 60 ft mean hgt, ASCE 7-10, LLOSED bldg, Located anywhere in roof, <br /> -------------------------------------------------- RISK CAT III OR IV, EXP 8, wind TC DL=5 0 psf, wind BC DL=5.0 psf GCp1(+/-)=0 18 <br /> TC- From 10 plf at 0.00 to 10 plf at 7 97 <br /> BC- From 10 plf at 0.00 to 10 plf at 2 91 Wind loads and reactlons based on MWFRS <br /> 13C- From 10 plf at 2 9] to 10 plf at 7 97 <br /> TC- 80 00 lb Conc Load at 0 33 Right end vertical not exposed to wind pressure. <br /> BC- 78.00 lb Conc Load at 2.01 <br /> BC- 90 21 lb Conc Load at 2 62 Left cantilever 1s exposed to wlnd <br /> BC- -156 00 lb Conc Load at 5 02 <br /> 6C- -7_06 00 lb Conc Load at 5 32 in 11eu of rlgid ceiling use purlins to brace 6C @ 48” OC � <br /> BoLlom chor•d checked for 10 00 psf non-concurrenl Iive load Deflection mee[s L/360 live and L/2�10 Lolal load. <br /> See TS standard detail book for truss to truss connectlons Non-standard connections to I <br /> be deslgned and approved by a Reglstered Oesign Professlonal O <br /> (H) Slr'ucLural fasaia altached Fascia desiyn and connection by olhers. i <br /> 1 1 <br /> � <br /> 4 43 � <br /> 1 1 <br /> 3- -1 <br /> 1 1 3- -3 <br /> 1 1 <br /> 1 1 <br /> � (H) <br /> 5"12 W <br /> � QQ ii ii ii QQ ii <br /> � � <br /> �= 2-10-15 '� �`�E�111r►tlr►�>v <br /> 7-11-11 Over 2 Support , <br /> `\�� P. aamoo ,� Pp <br /> R=593 U=314 W=11.913" �0v���.�o���G C N��,4�%����U�=106 W=3" <br /> .. � o � <br /> - � � No, 76�45 � a <br /> � � * ° <br /> GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10 1� � ���4'7�'�T�:4 FL/-/4/1/-/R/- Scale =.75"/Ft. <br /> /� **WARN I NG'k'� rxusses eEUUiae erracue eane IN FPtlY.iCi•T1114. IIAN�IINf. SIIIPPIIIL. IIISi51LRIL (�'7'/�T[� [' O (,�--". TC LL 20.0 PSF REF R6384- 40655 <br /> / \ M1NU BNAf.INf. IINL151�11IILI:IIISE INI11lA1Lf1, fi�l'CIII�I:f1 511�11 IIAYE I'N,t�YEkLV,+Itai'IIFI)Sil',IIf,IUN,�I t✓ �o J I/"1 I(,. Of� d �„v`4 <br /> A T n� PAlIELS ANU bJ�iDll CIIi1N�SII4LL IItVE 4 NROYCPIY AII�CIIED Y,If.11�C[II IqG. 'rd O d� QO �` TC DL 15.� PSF DATE 03/28/14 <br /> HI.r **IMPORTANT** NY.NI511df.nPY��fIIIISUFSIf.NI011lCius�auniinx�aNieacrna NNACINi� ���/��� �tO���D�y_p`�\`��~ 81. DL 15 0 PSF DRW MOUSR6384 14087005 <br /> 'j'RUSST`EEL DEPICiE0uNi111SUCSIGII ISOIILY(UY, LAICN4LSUP1'YRI OfIPI1SSNCVl1{ERSiupCUllC[ NUCY.IIH�L[N�IIIS, dd��J � � ` �\'``�` pC LL O.O PSF MO-ENG BWC/BWC <br /> FIL DESIGN, FIIn�.I1NfN1 aNp INSi?LLa�I�N�f fFHPOP,4PY 4NL PEFIILIIfMi BNA�'ING. 1�P.CSIST Lf1CFf1 �J �N+ A1 L �1 <br /> FOYCES AN�HOLII iR11S5C5 PLlllltl. SIIALL BC THC AESPUIISIflILIif Uf ut11CPS lill BIlll�lllL GGIIVOIIEIIIS f�R�)III` '�dle�i��/�8/2014 TOT LD. 50 0 PSF SEQN 3286 REV <br /> ITWBuildingComponents Group��/�C. �Nf, SNaLt Nni p[Y.F51'��tI510LC F[�R 41lf UCVIAiIOt!fI+JM IIIIS f�C51f,N I�k IIAN�LIH�, SIIINPINf. I115iTLLIN�i <br /> ETRII City,MO G3045 AN�BftACING OF i111155C5. AN ENGIIlEEft'S SEAL 11N illl)OP,TIIIHG AI'I'LIES JNLY 70 TIIC�CSIGII Of illE fl'USS <br /> FLC0.4k0278 ucrinm ucxt Ruu 5iuu uni ec euuu nron iu,,i��r,ni�u uRr SPAC ING 24.�" JREF- 1V516384Z01 <br />