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� BOX EAVE FRAME RAFTER OPEN CARPORT (Sheets 4, 6, 7, 9, AND I1) <br /> I <br /> _ -- __._........_. ..- __.. - <br /> �FLASHING <br /> 6' <br /> FLASHING <br /> LENGTH VARIES DEPENOING �N I 30' MA%IMIJM RAFTER SPAN I <br /> I NUMBER AND SPPCING �F RFFTERS I r <br /> r <br />� TYPICAL SIDE ELEVATION—HORIZONTAL ROOF TYPICAL END ELEVATION—HORIZONTAL RODF <br /> SCALE� 1/8' = 1'-0' SCALE 1/8' = 1'-0' <br /> � BOW FRAME RAFTER OPEN CARP�RT CSheets 5, 6, 8, AND 10) <br /> L�LASHING <br /> 6' <br /> LFLASHING <br />� (OPTIONAL) <br /> i <br /> ��e�meieeo Pedpo�` <br /> I LENGTH VARIES DEPENO[NG �N I 30' MA%IMUM RAFTER SPAN l�0�A`G �• �/'� A�Oe� <br /> NUMBER AND SPPCING OF RAFTERS I r \� �jO d <br /> '' �` �c •�• � � O <br /> ♦�_y�: ��G •S f.' .�� <br /> o �' N 0 � • � <br /> TYPICAL SIDE ELEVATI�N TYPICAL END ELEVATION ��� <br /> SCALE: 1/8' = 1'-0' SCALE� 1/8' = 1'-0' s' � <br /> . • <br /> INSTALLATION NOTES AND SPECIFICATIDNS '�; 2 .31 S �� <br /> STATE OF .�� <br /> 1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. i�T'• �C` P � � <br /> 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2010 FL�RIDA BUILDING CODE (FBC) WITH z012 SUPPLEMENT AMENDMENTS, ��i0�s•� O Re Q.���\�� <br /> 2006 INTERNATI�NAL BUILDING CODE CIBC), 2009 IBC AND 2012 IBC. �� S p'� �� �e <br /> 3. DESIGN LOADS ARE AS FOLLOWS: ��BO�o�YR `��oDt' <br /> A) DEAD LOAD = 1.5 PSF <br /> B> LIVE LOAD = 12 PSF <br /> C) SN�W LOAD = 20 PSF <br /> 4. L�W ULTIMATE WIND SPEED 105 T❑ 140 MPH (NOMINAL WIND SPEED B1 T❑ 108 MPH): MAXIMUM RAFTER/POST AND END P�ST <br /> SPACING = 5.0 FEET <br /> 5. HIGH ULTIMATE WIND SPEED 141 T❑ 170 MPH (N�MINAL WIND SPEED 109 TO 132 MPH) MAXIMUM RAFTER/POST AND END POST <br /> SPACING = 4.0 FEET <br /> 6. RISK CATEG�RY I. <br /> 7 WIND EXPOSURE CATEG�RY B. <br /> B. SPECIFICATIONS APPLICABLE T❑ 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY T❑ 2 1/4' x 2 1/4' - 14 GAGE TUBE STEEL CTS) <br /> FRAMING MEMBERS. <br /> 9. AVERAGE FASTENER SPACING ❑N-CENTERS ALONG RAFTERS ❑R PURLINS, AND POSTS (INTERIOR ❑R END) = 6 INCHES. <br /> 10. FASTENERS CONSIST ❑F 1/4'-14x3/4' SELF-DRILLING FASTENER (SDF), USE CONTR�L SEAL WASHER WITH EXTERIOR FASTENERS. <br /> SPECIFICATIONS APPLICABLE ❑NLY F�R MEAN R�OF HEIGHT ❑F 20 FEET OR LESS, AN➢ R�OF SL�PES OF 14' C3:12 PITCH) �R LESS SPACING <br /> REQUIREMENTS F�R �THER ROOF HEIGHTS AND/�R SLOPES MAY VARY. <br /> 11. GROUND ANCHORS C�NSISTING OF H4 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR L�W WIND SPEEDS ❑NLY <br /> 12. GR�UND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES F�R HIGH WIND, EVERY <br /> ❑THER POST F�R LOW WIND. <br /> l3. ❑PTIONAL HASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH WIND SPEEDS. <br /> MOORE AND ASSOCIATES ORAVN BY= JRS BENNETT BLIILDING SYSTEMS,LLC <br /> ENGINEERING AND CONSULTING� INC. HECKED Btr: PDH OPEN CARPORT <br /> iNIS DOCUENi IS T�E PROPERir pC MOORE iwD�SSOCUiES, InC itE O.IECT MGR: VSM DATE= B-2t-]� SCALE= NTS JOB t� 121175 <br /> UWlT�RIZED REPRO�UCfID4 COP►1►G,OR OitERVISE NSE Oi' iH15 DOCUEtrT IS <br /> SialCi�r�pp�IpliED w+D w+r pfRINGEMEMi irEREUaW w�r BE SuB.�ECT 70 <br /> �EGiu.�trlaa LIENT: - HT. 3 DVG. 1� SK-1 V: 3 <br /> i <br />