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I I I mmll I <br />- w = <br />4 <br />TYP <br />or T <br />, <br />s-- o- <br />5 4 5 <br />i i i <br />i r <br />i , I T ! I _�; IIIit <br />I --� <br />�_ _ <br />;� i <br />- -- , <br />north elevation <br />scale: 1 /8"=1'-0" <br />east elevation <br />4'-0" <br />it <br />it <br />ILI <br />west elevation <br />scale: 1 /8"=1'-0" scale: 1 /8"=1'-0" <br />south elevation <br />scale: 1 /8"= P-0" <br />COMPONENTS AND CLADDING <br />NET UPLIFT SCHEDULE <br />PATTERN <br />ZONE <br />MAIN ROOF <br />STEEL JOIST <br />EFFECTIVE WIND AREA <br />10 SQ. FT. <br />20 SQ. FT. <br />50 SQ. FT. <br />100 SQ. FT. <br />200 SQ. FT. <br />O <br />+15 PSF/-23 PSF <br />+14 PSF/-23 PSF <br />+14 PSF/-23 PSF <br />+14 PSF/-23 PSF <br />+14 PSF/-23 PSF <br />O2 <br />+15 PSF/-40 PSF <br />+14 PSF/-37 PSF <br />+14 PSF/-37 PSF <br />+14 PSF/-37 PSF <br />+14 PSF/-37 PSF <br />O3 <br />+15 PSF/-59 PSF <br />+14 PSF/-56 PSF <br />+14 PSF/-56 PSF <br />+14 PSF/-56 PSF <br />+14 PSF/-56 PSF <br />2' ov <br />+15 PSF/-40 PSF <br />+14 PSF/-37 PSF <br />+14 PSF/-37 PSF <br />+14 PSF/-37 PSF <br />+14 PSF/-37 PSF <br />3' ov <br />+15 PSF/-59 PSF <br />+14 PSF/-56 PSF <br />+14 PSF/-56 PSF <br />+14 PSF/-56 PSF <br />+14 PSF/-56 PSF <br />COMPONENTS AND CLADDING <br />DESIGN WIND PRESSURE FOR WALLS, DOORS & WINDOWS <br />PATTERN <br />ZONE <br />EFFECTIVE WIND AREA <br />10 SQ. FT. <br />20 SQ. FT. <br />50 SQ. FT. <br />100 SQ. FT. <br />200 SQ. FT. <br />O <br />+15 PSF/-23 PSF <br />+14 PSF/-23 PSF <br />+14 PSF/-23 PSF <br />+14 PSF/-23 PSF <br />+14 PSF/-23 PSF <br />O <br />+15 PSF/-40 PSF <br />+14 PSF/-37 PSF <br />1 +14 PSF/-37 PSF <br />1 +14 PSF/-37 PSF <br />1 +14 PSF/-37 PSF <br />NOTE: <br />ALL EXTERIOR DOORS & WINDOW ASSEMBLIES SHALL SATISFY THE REQUIREMENTS OF THE FLORIDA BUILDING CODE <br />(2004 EDITION), SECTION 1704.4. ALL CONNECTIONS TO BUILDING STRUCTURE SHALL <br />HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE. <br />LOAD SCHEDULE O STEEL JOISTS: <br />ROOF: DEAD LOAD <br />ROOFING & INSULATION <br />10 PSF <br />METAL DECK = <br />2 <br />STEEL FRAMING <br />5 <br />MECH/ELECTR = <br />5 <br />CEILING = <br />5 <br />MISC. = <br />3 <br />30 PSF <br />LIVE LOAD <br />20 PSF <br />50 PSF <br />WIND DESIGN DATA. - <br />CODE: FLORIDA BUILDING CODE 2004 <br />ASCE 7-02 <br />EXPOSURE B <br />CATEGORY II <br />IMPORTANCE FACTOR 1.0 <br />BASIC WIND SPEED 107 MPH <br />INTERNAL PRESSURE <br />COEFFICIENT = +/- 0.55 <br />r- <br />LOAD SCHEDULE O METAL & TIMBER: <br />ROOF: DEAD LOAD <br />ROOFING & INSULATION 7 PSF <br />PLYWOOD DECK = 3 <br />FRAMING 4 <br />MECH/ELECTR = 4 <br />CEILING = 5 <br />MISC. = 2 <br />25 PSF <br />LIVE LOAD 20 PSF <br />50 PSF <br />WALL PRESSURE DIAGRAM <br />C <br />i <br />roof plan <br />scale: 1 /8"=1'-0" <br />ARMANDO A. CASTELLON, P.E. <br />FL. LI C. No. 43453 <br />i <br />0 <br />L Iq <br />° <br />L.0 L0 O <br />> <br />4-- <br />0- � O <br />00 00 N <br />O <br />O <br />x <br />0) <br />0 �* <br />t- <br />oCL <br />C <br />C <br />U� <br />Q <br />00 <br />c CN <br />M <br />O <br />° -°a_ <br />U <br />IV 0 <br />o <br />U <br />o <br />� r-,-0 <br />V <br />U <br />0 <br />(1) C <br />L0 0 <br />L <br />a <br />LO � rn O <br />U <br />Z <br />o <br />0 <br />Z <br />N <br />O �I <br />JW <br />N C"= <br />W <br />Nn1-1 <br />(nt'0� Z <br />U)z0 <br />a0Z <br />a: x �, o <br />o�o 0- <br />�UW <br />o—o� <br />v� <br />77�3 <br />1���o��ppppp <br />(n co <br />mrZ V QaO� d <br />m a. C.4 <br />13 <br />� �002 W <br />Qc copyright <br />revisions: <br />A <br />n <br />5 <br />NO <br />drawn: <br />checked: <br />date: <br />prof. no: <br />CV <br />L0 <br />M <br />L CM <br />a a <br />N . <br />o ° <br />a <br />rn <br />U -C <br />%O CL <br />1-0N <br />sc/d m <br />rd <br />1-15-08 <br />P07-15B <br />S1.02 <br />PA2000 Projects12002 R K Collaborative12002-010 Sonnys Prototype - Zephyrh111s\Sdwg\.S1.02.dwg, 2008-02-27 2:23:28 PM, Noel <br />Signature Date <br />