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•) � <br /> �1 ! <br /> THIS D41G PREPARED FP.OM COMPUTER INPUT (LOADS 8 D]MENS[ONS) SUBMITTEO BY TRUSS MFR <br /> (66-Zephyrhills Station �p2 -- ** - CJ55) <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 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 detatls <br /> Special loads 149 mph w1nd, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wlthin 4 50 <br /> -------------------------------------------------- ft from roof edye, RISK CAT III OR IV, EXP B, wind TC DL=5 0 psf, wind BC DL=5 0 <br /> TC- From 70 plf at 0 00 to 70 plf at 5 41 psf GCp1(+�-)=0.18 <br /> BC- From 8 plf at 0.00 to 8 plf at 3 00 <br /> �C- From 30 plf at 3 00 to 30 plf at 5 41 R1ght end vcrtical not exposed to wind pressure <br /> TC- 121.00 lb Conc Load at 0.00 <br /> Left cantilever is exposed to wind <br /> Wind loads and reactlons based on both MWFRS and C&C <br /> In lieu of rigld ceiling use purlins to brace BC @ 48" OC <br /> Bottom chord checked for 10 00 psf non-concurrent 11ve load <br /> Deflectlon meets L/360 11ve and L/240 total load <br /> See TS slandard de[ail book for truss Lo Lruss connecCions Non-standar•d connections to <br /> be designed and approved by a Registered Design Professlonal <br /> (H) Structural fascla attached Fascla deslgn and connectlon by others <br /> � <br /> 3 25 � <br /> 1 1 'I <br /> I <br /> � <br /> 1-11-5 <br /> 1- -9 <br /> 4 ii <br /> (H <br /> 5"12 IJ <br /> � Q1 O1 1 1 <br /> � <br /> �E 3-0-0 �� ,`��`�19f►TP/1�ppvf <br /> 5-4-15 Over 2 Support \��\P @ a b o o � ��'i <br /> R°837 U=387���a p�\G�N S�,a n���p� R=5/-240 Rw=119 U=134 W=3" <br /> RL=90 � e a�V '°r� <br /> � � No, 76£345 � a <br /> o�. � p � <br /> GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10/ ��(�.,�����`�2 FL/-/4/1/-/R/- Scale =1 25"/Ft. <br /> /� **WARNI NG** �P.IISSES REplI1P.E CYiPEIIC CAftE I1I FABP,ICAi1N0.IIAN�IIHf., SIIIPPINL. 11151eL11114 /1�T A II• /`�1 8/���„� TC LL 20.0 PSF REF R6384- 40658 <br /> / \ hN0 BNACING. IINLCSS��lllCklllSF IN011:,11Ef� I01•fllnl;lt SIIIIL II?V[PI:UPCHLY t114f11[p SiY,Ur�llk?l ��e v 1•`�`• `✓� A �J� <br /> �p� P411C15?HU N0170N CINRU SIIRLI xRVr�vvor�vir an.�NCn eir.io cn�nm. "�d ���e� A ao° �� TC DL 15.0 P$F DATE 03/28/14 <br /> **IMPORTANT** FUY,NISIIA[�PV�1(iI11S1�C51GNIi�TIICIHSI4LL:.IIUNCOtIiY.AC7nF ANA[IHG �'��{ � �0�0R1o9s•^\G',��`O BC DL 1J.O PSF DRW MOUSR63841QOB�O17 <br /> 'rRUS STEEL ocr�crm un nns i�csicn ii oxu voY i,i�rr.i sm�roei or ivu.s�iunicus fU REDOCL imcnme iu�crns d'�✓,/ds �QNA�, ````��'►` BC LL O.O PSF MO-ENG BWC�BWC <br /> ALL DCSIGN. A1TaG11HCNi AIID III�iTLL�iInN n( ffNPONnPY qtll�PCRNSIICRi BRACINf., in RESISi LAfCPTI ! I'����l�a�/7,o/z��4 TOT.LD. 50.0 PSF SEQN- 3296 REV <br /> FOP.CES A110 xGLO iP.IISSCS Pl11Nb SNaLL OE TIIE RESFONSINILIP!Uf 01HERS. ITI!BIIILItIHL CUIIPOIIENTS LR0111' Gp <br /> ITWBuildingComponenesGroup��(�C. �NL. SHALL NOl BE eC5VRN51flLC fOR ANY�F.VIA710N fI+OM THIS 11051fN ON IIANDLIIIG. SII11'PING. INSTALIINf, <br /> EBfIII CIIY,MO G3045 ti�ID BRACING Of iP1155f5 nN LNGIIIECP,'S 5[PL 011 i111S OY.A41IIIf.hl'PIIfS UNLY 7�Illf OCSIGII UF TII[ �Y.IISS <br /> FLCOA#0278 UCI'IQCU uEkE Ruu siuu xui ee euuu urnu m�xr nune N.r SPACING 24.0" JREF- 1V516384Z01 <br />