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I�B�X EAVE FRAME RAFTER �PEN CARP�RT CShe2ts 3, 5, 6, �, P,ND 10> <br /> ''_______ ' _' '__-_____ 6. FLASHWG "_� <br /> FLASHING <br /> I- LENGTH VARIES DEPENDING ON I I �- <br /> NUMBER AND SPqLING �F RAFTERS 30' MA%IMUM RAFTER SPqN <br /> TYPICAL SIDE ELEVATION-HORIZONTAL R�OF' TYPICAL END ELEVATION-HORIZONTAL R❑❑� <br /> SCALE: 1/8' = 1'-0' SCALE, 1/8' = 1'-0' <br /> �B�W FRAME RAFTER ❑PEN CARPORT CSheets 4, 5, 7, AND 9) <br /> _ ._- -:>:---- --- _ ..__;--_...__—_-_--_---=- <br /> - - -- --- - <br /> FLASHMG <br /> 6' � <br /> FLASHING <br /> (�PTIDNqL> <br /> I LENGTH VARIES DEPENDING ON I I � <br /> NUMHER qN0 $PACING OF RAFTERS 30' MA%IMUM RAFTER SPqN <br /> TYPICAL SIDE ELEVATIDN TYPICAL END ELEVATION <br /> SCALE 1/8' = 1'-0' SCALE: 1/B" = 1'-0' J <br /> INSTALLATION PLANS, DETAILS AND NOTES � <br /> FRAMING AND FASTENER SPECIFICATI�NS <br /> 1. DESIGN IS F�R A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. <br /> 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE (FB G, 2006 INTERNATIONAL BUILDING C�DE (IBG AND 2009 IBC. <br /> 3. 2010 FBC WIND PRESSURES G�VERN ❑VER z006 IBC AND 2009 IBC WIN� PRESSURES. <br /> 4 DESIGN LOADS ARE AS FOLLOWS. j <br /> A) DEAD LOAD = 2,5 PSF � <br /> BJ LIVE �OAD = 12 PSF <br /> G DRIFT SN�W LOAD = z4.2 PSF I <br /> S. ULTIMATE WIND SPEED ll5 T❑ I50 MPH WOMINAL WIND SPEED 89 T❑ 116 MPH)�� MAXIMUM RAFTER/P�ST AND END POST SFACLNG = SA FEET � <br /> 6� ULTIMATE WIND SPEED 151 TO 180 MPH (NOMINAL WIND SPEED 117 T� 139 MPH)� MAXIMUM RAFTER/POST AND END P�S-I" SPACING = 4.0 FEET � <br /> 7 RISK CATEGOP.Y I OR II. <br /> 8. WIN➢ EXPpSURE CATEG�RY B, C, ❑R D. � <br /> 9 SPECIF�ICATIONS APPLICABLE T❑ 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TD 14 GAGE STEEL TUBE RA�TEF �RAMES. � <br /> 10. AVERAGE FASTENER SPACING ❑N-CENTERS ALONG RAFTERS OR PURLINS, AND P�STS CINTERIOR OR END) = 6 INCHES, <br /> 1L FASTENERS CONSIST ❑F 1/4'-t4x3/4' SELF-DRILLING SCREWS WITH CONTROL SEAL WASHER. SPECIFICATIDNS APPLICAI3�E ❑NL'f �OR <br /> MEAN ROOF HEIGHT OF 20 FEET ❑R LESS, AND R��F SLOPES ❑F 14° C3�12 PITCH> SPACING REQUIREMENTS F�R OTHER RO�F HEIGHTS � <br /> AND/�R SL�PES MAY VARY <br /> 12. GR�UND ANCHORS CONSISTING OF q4 REBAR W/WELDED NUT x 24" LONG MAY BE USED FpR LOW ( < 116 MPH NOMINAL) WIND SPEEDS ❑NLY <br /> 13. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' ❑F EACH RAFTER POST AL�NG SIDES. <br /> l4 OPTIDNAL BASE RAIL ANCH�RAGE MAY BE USED FOR LOW AND HIGH ( > 117 MPH - 139 MPH NOMINAL> WIND SPEEDS. <br /> MOORE AND ASSOCIATES ,,,,, �,,, ,,,� <br /> ENGINEERING AND CONSULTING� INC. � BY� P� BLNNL-'T1'BUILDING SYS'fL�1S LLC <br /> OPGN CARPOR'I� <br /> TMS LOCIIOf�It 11E PMPErtTY GF�m1E NO A4mcL17Ef n!G M <br /> ��PNOi�1m ANYA1m nFRDlfiD�li��IY1T�lE iID.E��T70 tt MGfb VSM TE� 71-1P-1E � NTS !Y'6 12117S <br /> � K- <br /> r <br />