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14-15443
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2014
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14-15443
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Last modified
8/17/2015 10:05:52 AM
Creation date
8/17/2015 10:05:51 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
14-15443
Building Department - Name
BURGSTROM,RICHARD
Address
38916 11TH AVE
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� BOX EAVE FRAME RAFTER �PEN CARP�RT CSheets 4, 6, 7, 9, AND 11) <br /> FLASHING <br /> 6' <br /> FLASHING <br /> I LENGTH VARIES OEPENDING ON I 30' MA%IMUM RAFTER SPAN _I <br /> NUMBER AN➢ SPACING OF RAFTERS <br /> r <br /> TYPICAL SIDE ELEVATION-H�RIZ�NTAL ROOF TYPICAL END ELEVATION-H�RIZONTAL ROOF <br /> SCALE t/8" = 1'-0" SCALE 1/8' = 1'-0' <br /> /�BOW FRAME RAFTER OPEN CARPORT <Sheets 5, 6, 8, AND 10) �������'S,"AI ��i <br /> ,,� �?����������� ,�'I <br /> �� ,�.�p.��CENS .�9��,. <br /> . <br /> • . . <br /> . <br /> — —_ � N��� � t � <br /> FLASHING � � � <br /> �� � � <br /> � • <br /> 6 ; 4�247�1 �r� <br /> �LASFIING � �/•.: <br /> (OPTIONAL) ��� STaT E O � ��, <br /> Q � �• <br /> wI� ��� � O R`Q �\�,�� <br /> �'�/� ��'���������� �,�� <br /> I LENGiH VARIES OEPENOING ON I 30' MnxIMUM RAFTER SPAN __,� �N A�,� �,, <br /> NUNBER AND SPACING OF RAFTERS ', `, <br /> r <br /> TYPICAL SIDE ELEVATION TYPICAL END ELEVATI�N <br /> SCALE 1/8' = I'-0' SCALE 1/8' = I'-0" <br /> INSTALLATION NOTES AND SPECIFICATIONS <br /> 1 DESIGN IS FOR A MAX[MIIM 30' WIDE x l4' EAVE HE[GHT STRUCTURES, <br /> 2 DF_SIGN WAS D�NE IN ACCORDANCE WITH THE 2010 FLORIDA BUILUfNG CCIDF_ �F BG W(TH 2O12 SUPPLEMENI AMENDME_NIS, <br /> 2006 INTERNATIONAL BU[LD WG CODE (IBC), 2009 IBC AND 2012 IBC, <br /> 3 DFSIGN L�npS AP.E f�S FC�LLOWS <br /> A� UtAD WAU = 15 PSF <br /> ➢) L[VE LOAD = lz PSF <br /> G SNOW LDAD = 18.1 PSF <br /> 4 LI]W ULT[MATE WIND SPEEII l05 TO l40 MPH <N�M[NAI WiN� SPFED Bt Tfl l0A M{'I-U� MAXIMUM RAFTER/PCIST AND FNO POST <br /> SPACING = 5.0 FEEi <br /> 5 H[(,H ULTIMA�E WINll SPEED 141 T❑ 170 MPH <NOMINAI W[ND SPfI U 10� 111 13? MPII� MA7(IMUM RAFTFR/Pl]S( AND FNII Pf7ST <br /> SPACING = 4,0 FEET <br /> 6 RfSK CATEG[7RY I. <br /> 7 WINU EXPOSURE CATEGf1RY B <br /> fl SPFCIFICATICINS APPLfCARIE T❑ 26 AND 29 GAUGE MF1AI PANEIS FASiENED �[RF�TIV i❑ 2 1/4' x 2 V4' 14 GFlGF TUBF STEEL <TS� <br /> FRAMING MEMBERS <br /> 9 FlVERAGE FASTENER SPACING ON-CENTERS AL�NG RAFIEF2S UR PUkLINS ANU PL1S�S <INTERIOR ❑R ENU) - 6 1NCHES <br /> l0 FASTENERS CC]NSIST ❑F 1/4'-14x3/4' SELF-DR[LLING FASTENER (SDF), USE C�JN(RCIL SEAL WASHER W(iH EXIEklllk FASfENERS <br /> SI'EC1F"ICATIONS APPLICABLE ❑NLY F�R MEAN ROOF HEIGHT OF 20 fE[-1 Ilh' I FSS AND ROC1F S�OPES ❑F 14" (3�1? PfiCF-D ❑R LESS SPACING <br /> RE(�UiREMENTS FOR ❑THER R[]OF HEIGHTS AND/�R SLI]PES MAY VARY <br /> lL GRUUND ANCHORS CONSISIING OF N4 REBAR W/WELD�D NUI x 24' LLJNL MAY BE USEU FOR LOW W WD SPEEDS L1NLY <br /> 12 GRIIUND ANCHORS SHFlLI BE INSTALLED THROUGH BASE P.A[L WITH[N 6' fIF EACH RAI TER POST ALONG SIUES �Clk HIGH WIN�, FVFRY <br /> �TI1ER POST FOR LOW WIND <br /> 13 ❑Pf[ONAL BASE RAIL ANCNORAGE MAY BE USED FOR LOW AND HI(,I-I WTND SPEF➢S, <br /> MOORE AND ASSOCIATES VN i�'� .�tS BENNETT BUILDING SYSTEMS,LLC <br /> ENGINEERING AND CONSULTING, INC. c�n Br, PnH OPEN CARPORT <br /> 7FQS mC11ENT is 71E PN�ERiY�ImtE Alm ASSOCIA7ES,nIC.7FE T 11� VSM TE� 8-29-13 � NTS t�0� 121175 <br /> 1lIMlT10t�D�P�TT10L��r�QiiFJtNlSE USE�'7F4S D�tlEIR tt <br /> STRDCiLY►�I1ED A!D AqY IIFROlCflElR TFEREt�O/1111Y�E SIA.l7CT 7U <br /> LF1r+AL ACT�i � - <br />
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