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INSTALLATION PLANS & DETAILS o <br /> FRAMING & FASTENER SPECIFICATIONS » » � <br /> METAL CARPORT STRUCTURES A FRAMED RAFTER 'r��� <br /> ENCLOSED BUILDING �°�m <br /> �ON�`� <br /> UIJi�+�jU <br /> FOR CONSfRUCT10N IN THE STATE OF FLORIDA N Y�� <br /> �O M� <br /> Z <br /> W W <br /> > <br /> J <br /> 3:12 3:72 �/ � <br /> � Z <br /> F-�I � <br /> ����� CO L���'IA W � <br /> CITY p�� 1�A ES pl p LYWI � <br /> �� � �E�T��A 8 <br /> ^� �S p���D <br /> N s � <br /> IXISTING OR " F � � <br /> FlNISH GRApE IXISTING OR W � <br /> �,, FlNISH GRADE <br /> 12'-0" +����c -�� w � <br /> �� ��� x <br /> ��. � j �� <br /> 1 TYPICAL ENDWALL FINISH ELEVATIONS pp,, ,g,��„�`'\\�/,/� �� <br /> j�" �+' �'` \ a� <br /> S�SGLE lLTS. ���"` � ��""� ,`�„. ' Q ry� Fi <br /> �._ `� W <br /> �� � <br /> a��' <br /> a <br /> Aa ,Z� <br /> x � <br /> �� � <br /> EW � <br /> �N [—� <br /> U � <br /> �� z� _ <br /> �� � <br /> � <br /> n <br /> IXISTING OR � <br /> 0'-0' FlNISH GRADE � <br /> GENERAL NOTES: n—° <br /> M N <br /> �,���G.��,� �2 TYPICAL SIDEWALL FINISH ELEVATIONS Nt <br /> 2 BASN:WWD SP�3-SECOND CUST OF f00 TO t30 YPM: S7 0 Sfi11.E.N.TS � <br /> RW7Qi/POSf AND END POSf SPACNJG=SA FFFf d� <br /> 3.BASICUWIND SPE�D 3-SF.COlO QAT OF 130 NPX: Q <br /> MNOMUN SPACNG AND END POST SPACHG.4.0 F'EfT c�o <br /> 4.AVER�GE F� SPACl1G ON-CQlIERS NANG RAFlERS OR PUCJNS, <br /> MD PoSIS(IHIERIOR OR ETY 6 NCH6 y c <br /> s.saEaFlanons,w�ur.��zs cNx��iao To �ao►ra�u�N.vu�s � <br /> (wmi Fv=eacs�,ww we�a+r oF�/e•.GIILVAM�OR PAIMm SII�11) w o <br /> RISIDIm DNECRY TO 72 CA S1EE1 IUBE RAFiQi FTq1ES/WR piANNE1S � <br /> &�F��OF1 4'-14X34'SpF- m�41 <br /> � DRIWlNs SCREIYS <br /> � �F�1710NS APPl1CA81P ONLY FDR MEAN ROOF HF]f.F1i OF 20 FEEf OR L65 U V 0 <br /> AIO ROOF SLOPES OF 14(3:12 PffCFi.SPACNG RECUREI1Q�IfS FOR OTHEFi <br /> ROOF HIXii1S AND OR SLOPR WY VARY.) <br /> &GROUND ANGIOR REIXlIRE11D11S ARE ONE AT EACH OORNFR AND EVIIN OlF#R N <br /> IHIFRIOR RAFIEIi P05f LOGi10N,AT A YUOMUM OF 70'O.G.MD B07M SID6 <br /> 9.CROU���ANCNORS�REOUI�CONCREIE SU�B OptISfRUCI1pN, Q � <br /> DESIGN CRITERIA. � � <br /> 0 <br /> CODE:FBC 2070 NOMINqL pFSIGN yy�NO SPEED: 101 NPH W � <br /> crtoup use u (c�tpoRts s p,v�ns) CERTIFlCATION: � -' <br /> COMPONENTS�CLADOING: - 29.10 pSF Q � <br /> UL71NA7E DESIGN WIND SPEm:130 MPN PRESSURE WALLS +25.g0 p5F Z = <br /> ROOF OEAD LOAD; 2 p5F 7NE Cq�CUUTONS/SpECI{1`(,AnpH,G COMfNNm IN THEqE pRpWIryGS ' N N <br /> ROOF L1VE LOAD: 20 PSF CAYPONENiS k CUDOING: -26.00 PSF HAVE B@J PREPARED IN ACCOf�ANCE WffF1 1t1E REQUIREdENfS OF O Ep S <br /> PRESSURE ROOF + 13.90 pSF �-I�OF THE 2010 FLOPoDA BUIIDIN CODE K G� <br /> �� ) J a �- s <br /> LOAD COMBINATONS: COMPONEMS Ac CLApp�NC; -56.70 PSF ` �(i N <br /> DL+LL, O.60L+WL pRaS�RE RppF OVER�G CUKf15 E Ke"EN, pE/y�yg�6,G 3765 tj � <br /> OL+0.75LL+OJSWI <br /> W <br /> = N-_ m <br />