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❑BOX EAVE ERAME RAFTER OPEN CARPORT(Sheets 2,4,5,7,and 8) <br /> F—6 �-R.ASF«NG \ <br /> �FLAS�tJ(5 <br /> LENGTH VARIES DEPENDNIG ON I <br /> _ _____NUMBER AND SPACNJG OF RAFTERS I 30'MAXIMUM RAFTER SPAN <br /> -------- �-- - -- <br /> TYPICAL SN3E E�EVAT]dN-HORIZONTFlL ROOF 3YPICAL END ELEVATION-HORIZONTAL ROOF <br /> sco�v�=z <br /> scate vc=r <br /> ❑B01N FRAME FiAFTER 4PEN CARPORT(Sheets 3,4,s,and 8) <br /> — __ _—_ `FVSIIVG \ <br /> �—s <br /> i� <br /> t�� . <br /> - ALti <br /> � NUMBER ANP SPA.0 WG O ORAF7ERS S�y� 2��Y <br /> - �_,__.30'MAXIRAUM Q'$� �� <br /> TYPICAL SiDE ELEVATION NPIC,4L END ELEV SY�a ,�r�- C� ca <br /> $G1lE 1'B'=, \( <br /> SCALE:1/�=T eF'� <br /> ME7AL FRAAAfNG AND SIDING PREFABR[CATED BY ��1�����'�� �P�'�� �,1���1� <br /> BENNETf BlJILDING SYSTEMS,uc tNSfALLAT10N R�.ANS A� ��G AND FASTENER <br /> 16fid DIXON AIRLiNE ROAD SPECIFICATfONS METAL�(` TRUCl't�ES <br /> AUGUSTA,GA 3fl9D6 FOR�ONSTRUCTION IN THE STATE OF FC�R�A <br /> THESE ENGlNEERING QRAYVINGS ARE TF9�PROPERTY OF P�P�ED BY: <br /> BECHTOL ENGINEERIN6&TESTING,WC,qMD J8B BUILDNG BECHTOL ENGMtEERING AND TESTRdG,iNC. � <br /> SERVICES,INC. THESE DRAWING MAY NpT BE REPRODUCED S�WEST NEW YORK AVENUE ��� - <br /> WITH4UT THE W!2lTTEN CONSENT OF BECNTOL ENGINEERIN6 ��ND,FLORIDA 32720 <br /> &TESTIi�G,iNC.,AND J&B BUILDING SERVICES,lNC. CerSficate otAulhor¢aDon No.5492 ������� ���`'�`,`�R�.{\L�� `[ - <br /> THlS ES Tfl CERTIFY THAT THE CAICULAT�pN$pPlp Z���1Yw� `��-� <br /> SPECIFICATfONS IiEREiN HAVE BEEN PREPARED {`,Q�ERAL NOTES. "i t " �� ,,A��"�� <br /> 8Y TNE UNDERSiG�iED PROFESSIONAL ENGINEER, -� ��.:�(.P`v' <br /> AND ARE tPl ACCORDANCE WITFi THE 9. RISK CATE{;pRY I OR p. }s7,`��„ <br /> REQUIREA4ENTS OF SECTIQN 96pg OF THE 2010 Z� 'NiND EXPOSURE CATEGORY B,C,OR D. <br /> RORIDA BUILDING CODE_ THE PLANS ARE VALID 3. ULTIMA7E W�SPEED 175 TO 150 k7PH(tdOMWALVNId�$pEEp gg�fl��g MpHj; <br /> UNTIL THE idEXT REVISIpN OF THE FLORIQA ��UM RAFTERIPOST AND END POS7 SPACING=5.p FEE7_ <br /> BUILDWG CppE. 4. iR.71MATE W1PID SPEED 151 T01H0 NIPy(11{NiA1NAl yylPp SPEED 117 TO 939 MPH): <br /> MAXMllM RAFTERlPOST AND END PUS'f SPACING=4.0 FEET_ <br /> 5. AVERAGE FASTENER SPAGNG ON-�ENTERS ALONG RAFTERS OR Pi1RLfNS.AND POSTS qNTERIOR OR <br /> BECHTOL ENGINEERING A D TESTING,INC. Ef�)=6 iNq�S. <br /> ��A���'v����E{�F�/��.t 6. SPECiFiCA71DNS APPLICABLE TO 2fi Af�29 GAUGE METq1.ppNELS�ASTENED OIRECTLY T014 GA(1GE <br /> �+. � d nww �,� 'rr�j STEEL TUBE RAFTER FRAMES. <br /> ' //` �, - ����e 7- FASTENERS CON5IST OF 114'-14X3Jd"SQFDRIWNG SCREWS WITH CONT320L SEAL►MAStiER <br /> S,f j- SPEClFICATIONS APPL1Cqg�F pNLY FOR�1E,+,N RpOF NEIGHT OF',!D FEET OR�ESS,AND RDOF SLOPES <br /> �y, OF 74°(3:92 PfTCH).SPACING REQUIREI�IENTS FOR OTF�R ROOF HEIGHTS AND/OR SLOPES AAAY VARY <br /> ahnmas eec� s , +�. t �. = E. GROUND ANCHORS REQUREMENTS pRE i�EqGH CORNB�ANp QNE EVERY OTt$R INTERipR <br /> F10"��� � ; _ RAfTER POST LOCATlQN,AT A MAXIMUM OF Vp'O.C.,AND SOTH SIDES OF OpENINGS 1NHERE BASE RAIL <br /> � r� � tS AB5EM. <br /> �° �` _ � ; 9- GROUND ANCHQRS ARE NOT REQUIRED WRH CONCRETE SLA3 CGNSTF2UCTi0N. <br /> / ` '� <br /> � <br /> ¢' .���� � G/NEERI/VG <br /> ���f �.�- .�&E� B�f LD[!V� �E[�\f1�E� t[�G. <br /> CONSULTING GEOTECHt�G�{pIa�C,�x-'f�Q�'�{��qTrp�qTER1RLS 7ESTiNG ENGINEERS � <br /> CGrfi6rate W MaAa¢aLon NO.Sq.92`(°1�:L. <br /> FIELD: <br /> CFiECKED: Jp <br /> �,�, $-15-12 �a�.No� <br /> ow,xN: G10132 <br /> RR "�P"°"�° TB S0A1�' NOTED <br /> SHEET 1 QF 9 <br />