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north elevation <br />scale: 1 /8"=1'-0" <br />`5 � <br />f <br />I <br />east elevation <br />scale: 1 /8"=1'-0" <br />south elevation <br />scale: 1 /8"=1'-0" <br />101 <br />COMPONENTS AND CLADDING <br />NET UPLIFT SCHEDULE <br />PATTERN <br />ZONE <br />MAIN ROOF <br />STEEL JOIST <br />EFFECTIVE WIND AREA <br />10 SO. FT. <br />20 SQ. FT. <br />50 SQ. FT. <br />100 SQ. FT. <br />200 SQ. FT. <br />1O <br />+19.4 PSF/-26.8 PSF <br />+18.5 PSF/-26.8 PSF <br />+16.6 PSF/-25.8 PSF <br />+15.7 PSF/-24.9 PSF <br />+15.7 PSF/-24.9 PSF <br />2O <br />+19.4 PSF/-41.5 PSF <br />+18.5 PSF/-38.7 PSF <br />+16.6 PSF/-35.1 PSF <br />+15.7 PSF/-32.3 PSF <br />+15.7 PSF/-32.3 PSF <br />3O <br />+19.4 PSF/-58.1 PSF <br />+18.5 PSF/-55:3 PSF <br />+16.6 PSF/-50.7 PSF <br />+15.7 PSF/-47.0 PSF <br />+15.7 PSF/-47.0 PSF <br />2' ov <br />+19.4 PSF/-50.5 PSF <br />+18.5 PSF/-50.7 PSF <br />+16.6 PSF/-50.7 PSF <br />+15.7 PSF/-50.7 PSF <br />+15.7 PSF/-50.7 PSF <br />3' ov <br />+19.4 PSF/-78.4 PSF <br />+18.5 PSF/-72.8 PSF <br />+16.6 PSF/-63.6 PSF <br />+15.7 PSF/-56.3 PSF <br />+15.7 PSF/-56.3 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 />+28.6 PSF/-30.5 PSF <br />+27.7 PSF/-29.5 PSF <br />+26.8 PSF/-28.6 PSF <br />+24.9 PSF/-26.8 PSF <br />+24.0 PSF/-26.8 PSF <br />O <br />+28.6 PSF/-36.0 PSF <br />+27.7 PSF/-37.1 PSF <br />+26.8 PSF/-32.3 PSF <br />+24.9 PSF/-30.5 PSF <br />+24.0 PSF/-27.7 PSF <br />west elevation <br />scale: 1 /8"=1'-0" <br />LOAD SCHEDULE O METAL do TIMBER: <br />ROOF. DEAD LOAD <br />ROOFING do INSULATION = <br />7 PSF <br />PLYWOOD DECK = <br />3 <br />FRAMING = <br />4 <br />MECH/ELECTR = <br />4 <br />CEILING = <br />5 <br />MISC. = <br />2 <br />25 PSF <br />LIVE LOAD = <br />20 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 = 110 MPH <br />INTERNAL PRESSURE <br />COEFFICIENT = +/- 0.55 <br />A -n. <br />4'- <br />0. <br />rp <br />d <br />roof plan <br />scale: 1 /8"=1'-0" <br />ALL EXTERIOR DOORS & WINDOW ASSEMBLIES SHALL SATISFY THE REQUIREMENTS OF THE FLORIDA BUILDING CODE WALL PRESSURE DIAGRAM <br />(2004 EDITION), SECTION 1704.4. ALL CONNECTIONS TO BUILDING STRUCTURE SHALL ARMANDO A. CASTELLON, P.E. <br />HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE. FL. LIC. No. 43453 <br />�6 <br />Signature Oate <br />27 <br />u <br />tx <br />x <br />u <br />Z <br />z <br />0 <br />L <br />LO 'IT�O <br />O <br />L <br />O <br />0\ <br />+� <br />0 C), <br />U <br />C a <br />0 <br />s <br />� <br />O <br />Cn <br />C <br />C <br />C <br />UQ <br />Q <br />O <br />N 00 <br />N <br />O <br />�� <br />U <br />o <br />C _- <br />d <br />U <br />o <br />s <br />c <br />� C)i N <br />O <br />L0 cn O <br />U <br />Z <br />� <br />- <br />o <br />0 <br />Z <br />o <br />JCIJ <br />� <br />W <br />C.Y N <br />W <br />W <br />Z <br />'* Ci <br />N o <br />in <br />(n E Z <br />7 <br />VI CO C O a <br />Q <br />O <br />Z <br />�C-"°x°U a <br />a m <br />... <br />Q <br />} 0 LLC <br />UEo vi <br />-9,M <br />I-0� 8 <br />7 <br />< p, E cy <br />00 <br />00 <br />L <br />`- <br />W <br />co m <br />© copyright <br />50 <br />N <br />-0 co <br />Co <br />a 0 <br />> -a <br />0 o <br />N <br />L <br />'o <br />O s <br />�O CL <br />*10 N <br />revisions: <br />Q9/18/2008 <br />2 steel roof/wood roof <br />drawn: <br />checked: <br />date: <br />prof. no: <br />sc/d m <br />rd <br />1-15-08 <br />P07-15B <br />S1*02 <br />�C76- i- 1 j ,iiltdc ,. i Illmu:eiu I AAe. a;.ria ii i.i i, ,- � � - r� r <br />