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INSTALLATION PLANS 8c DETAILS � <br /> FRAMING 8c FASTENER SPECIFICATIONS REGULAR PARTIAL ��`° <br /> METAL CARPORT STRUCTURES '� °°M <br /> �°�m <br /> ENCLOSED BUI �DING �� ' w <br /> U�� <br /> r,.��`M C� <br /> J <br /> 3;12 FOR CONSTRUCTION IN THE STATE OF FLORIDA �Q� <br /> OMZ <br /> w W <br /> > <br /> � <br /> �� z � <br /> �� z <br /> �a � ~ <br /> EXISTING OR w <br /> FINISH GR4DE �VA��SHALL���,,LYW � � <br /> ,s'—o° F—� <br /> CODE ES,�L I7't� <br /> CITY pfi ATIONq ELE ��AB�'�DIN � w <br /> ZEPHYRHILLS�����Nfl w � <br /> CES � <br /> 3:12 ^ � <br /> w <br /> �,�,�,� � �i <br /> "'.�,c <br /> �� ��`�EP ~- � �'� F� <br /> � � ��t� HyRN�L�s�._ �� � <br /> �� ��� o � � <br /> EXISTING OR �� �, Cx� � <br /> FINISH GR4DE <br /> 18'-0" _� ►�.��U�'1 <br /> A`� Z <br /> � <br /> x � <br /> [�TYPICAL ENDWALL FINISH ELEVATIONS �� A <br /> s1.o scue: N.r.s. <br /> E W CQ <br /> �N H <br /> U F <br /> W <br /> z <br /> � W <br /> aa <br /> o� <br /> � � <br /> � � <br /> � <br /> M <br /> EXISTING OR � <br /> FINISH GRADE �o <br /> M•- <br /> GENERAL NOTES: 20—�� �H <br /> N•- <br /> �O <br /> 1,YAND IXPOSURE CAiE6pRY C �IYPICAL SIDEWALL FINISH ELEVATIONS a; <br /> 2. BiISIC NAND SPEm 3-SECOND GUSf OF 100 TO 130 IApH: S�.O SCALE. N.T.S. Q <br /> MAXIMUM RAFTER/POST AND END PoSf SpAGNC�5.0 FEEf <br /> 3. fl4SIC WIND SPEm 3-SECpNO GUSf OF 130 MPH: �o <br /> WUCIAIUM RAFfIIt/POST SPACINC AND END POSf SPACING�4.0 FEET � <br /> 4.AVERAGE FASfENER SpqCING ON-CQdfERS ALpNG RAFfFRS OR PURLINS, Y c <br /> AND POSIS(INrEqIpR OR END)� 6 INCH6 0 <br /> 5. SPECIFlG7pNs MPLICABLE Ta 29 GAUCE(100 TO 130 MPH) MEfAL pANpS 4j�o <br /> (WffF1 hl'�BOKSI,MNN PoB H�GHf OF 7/8',GAL,VANRm OR PNMm SfEE1) � <br /> FlSfENED DIREC7LY TO 12 G4 5fFEL 7UgE pAF7Qt fRAlA6/W1T CFW�NELS �Y� <br /> 6. F/SfENERS CONSISf OF i/4'- 14 X 3/4'SELF-DRIWNG SCRENS ��Q <br /> N7TN COMROL SEAL WASHERS U U o <br /> 7 SPECIFlCATIONS APPLICABLE ONLY FOR MEAN ROOF H�CHT OF 20 F'EE7 OR LE55 <br /> AND ROOF SLAPES OF 11' 3:12 PffCH.SPACING REQUIRF71ENf5 FOR OTHER <br /> 8.GROUND ANCHOR REqUISRDAINfS�v��AT EACH CORNER AND EVE7iY OTHFR � <br /> INfIIiIOR RAFfER PoSf LOCA710N,AT A MAXIMUM OF 10' O.C.,AND BO7H SIDES �+1 <br /> OF OPENINGS WHERE BASE RNL IS ABSENT, Q � <br /> 9. GROUND ANCHORS ARE NOT REQUIRm WffH CONCREfE SLAB CpNSfRUCT10N. � � <br /> DESIGN CRITERIA. o <br /> — � <br /> COOE. FBC 2010 NOMINAL DESIGN WIND SPEEO: 101 MPH w J <br /> CERTIFICATION: � � <br /> GROUP USE: U (CMPORTS &BARNS) Q <br /> COMPONENTS&CLADDING - 28.40 PSF Z = <br /> ULTIMATE DESIGN WIND SPEED:130 MPH PRESSURE WALLS + 25.90 PSF � 0 <br /> THE CALCUUTONS/SPECIFICATiONS CONTNNED IN THESE�RAWINGS � 0 � <br /> ROOP DEAO LOAD 2 PSP MAVE BEEN PREPAkED IN ACCOR0,INCF.WI?H THf RFOUIREMENTS OF � ao � <br /> ROOF L�VE LOAD: 20 PSF COMPoNENTS a�CLADDING. - 26.00 PSF SECTION 1609 OF THE 2010 FLORI0.4 BUILDING CGDE. <br /> PRESSURE ROOF + 13.90 PSF 1 d � � <br /> LOAD COMBINA710N5� COMPoNENTS de CLADOINC - 56.�0 PSF �� ���//� N <br /> DL+LL, O.60L+WL PRESSURE ROOF OVERHANG <br /> CUFif15 E KEEN, PE�2383ti, G �J761 �j � <br /> D1+0.75LL+0.75WL W <br /> 2 � <br /> N <br />