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6" SCORED <br />BAND <br />11'-0" A.F.F. <br />PLATE HEIGHT <br />9'-4" A.F.F. <br />PLATE HEIGHT <br />7'-0" A.F.F. <br />WINDOW HEADER HEIGHT -------------- <br />0'-0" FINISHED FLOOR <br />8" SCORED <br />BAND <br />CEMENTATIOUS <br />TEXTURED FINISH <br />TYPICAL <br />6" SCORED <br />BAND <br />SHINGLE <br />ROOF TYP. <br />8" SCORED <br />BAND <br />LIE11-BLI- <br />s <br />SHINGLE <br />ROOF TYP. <br />6" SCORED <br />BAND <br />CEMENTATIOUS <br />TEXTURED FINISH <br />TYPICAL <br />8"SCORED <br />BAND <br />LEFT ELEVATION <br />SCALE: 3/16" = 1'-0" <br />6" SCORED <br />BAND <br />8"SCORED <br />BAND <br />RIGHT ELEVATION <br />SCALE: 3/16" = 1'-0" <br />_ _ 11'-0" A.F.F. <br />PLATE HEIGHT <br />_ _9'-4" A.F.F. <br />PLATE HEIGHT <br />7'-0" A.F.F. <br />0'-0" FINISHED FLOOR <br />GENERAL NOTES <br />VENTILATION CALCULATION <br />FORMULA =FBCR 2007 Sec R806.2 <br />S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) <br />*144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH <br />REQUIREMENT <br />UNIT-1501 <br />UNIT-1393 <br />UNIT —1399 <br />1901 TOTAL S.F. <br />1763 TOTAL S.F. <br />1763 TOTAL S.F. <br />457 SQ. INCHES <br />424 SQ. INCHES <br />424 SQ. INCHES <br />OF VENTILATION <br />OF VENTILATION <br />OF VENTILATION <br />REQUIRED <br />REQUIRED <br />REQUIRED <br />ROOF CRITERIA <br />12" OVERHANG U.N.O. <br />PLUMB CUT FASCIA <br />ROOF PITCH PER ELEVATION <br />G.C. VERIFY ROOF PITCH <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />FLASHING SHALL BE INSTALLED AT WALL AND <br />ROOF INTERSECTIONS, AT GUTTERS, AT ALL <br />CHANGES IN ROOF SLOPE OR DIRECTION, AND <br />AROUND ROOF OPENINGS. <br />R703.6 Exterior plaster. <br />R703.6.1 Exterior use of portland cement plaster shall <br />comply with the application requirements of ASTM C <br />926. <br />R703.6.2 Installation of exterior lathing and framing <br />shall comply with the application requirements of <br />ASTM C 1063. <br />R703.6.3 Where cement plaster (stucco) is to be <br />applied to lath over frame construction, measures shall <br />be taken to prevent bonding between the cement <br />plaster and the water resistive barrier. A bond break <br />shall be provided <br />between the water resistive barrier and the cement <br />I t r (stucco) consisting of one of the following: <br />ase su <br />p ( ) 9 9 <br />1. Two layers of an approved water resistant barrier <br />material complying with Section R703.2, or <br />2. One layer of an approved water resistant barrier <br />complying with Section R703.2 over an approved <br />plastic house wrap, or <br />3. Other approved methods or materials applied in <br />accordance with the manufacturer's installation <br />instructions. <br />ELECTRICAL SPECIFICATION NOTES: <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH THE <br />SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE <br />USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION <br />PURPOSES. <br />4' 4' 9'-4" 9'-4" 4' 4' 9'-4" 9'-4" 4' <br />ROOF VENTS <br />SCALE: 1/16" = 1'-0" <br />N <br />N <br />0 <br />0 <br />C: <br />vi E <br />nS <br />F- 0 <br />N N <br />4-OM0 <br />0Mo <br />U N <br />O <br />yN�. <br />_OMO O <br />O <br />ai <br />7C3 <br />N <br />rn .o (D <br />C)N <br />E <br />(CZ EL- <br />M � <br />oYN O <br />U <br />�0.o0) <br />' 0.0000 <br />(n < <br />rn � <br />0 <br />A <br />N C B D C <br />-a <br />C <br />p <br />B <br />D®soffit <br />� <br />N <br />Ar- <br />M�I <br />J� N •H..• <br />�. <br />• Ely' <br />�f <br />m <br />00 <br />.� <br />co <br />_ 56 <br />N 1 <br />0z <br />z <br />• CDE op <br />m•� <br />CD CD <br />'� •°� 1dDRl0P.• <br />tC <br />To the best of the er�"I. now�g tOA <br />understanding, the structur$,00 <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />N M <br />M <br />Z M <br />O o <br />to <br />� �M O <br />IC N r -- <br />a .L f <br />�- <br />z <br />fo LL N <br />oC z '. <br />z <br />fu <br />z �' <br />W <br />LUI <br />•J C:)rB <br />Ln <br />_N <br />L V <br />Q <br />Z <br />W <br />� <br />O Z <br />w � O <br />J <br />W ZF-14d <br />UH�Nno <br />�+ <br />VOZ>- <br />ZaU <br />rl <br />z Q¢ Ov a Q <br />C)O <br />2�z- W ~Z <br />z p� : w <br />' <br />ag cc, <br />TI <br />TI <br />Uo <br />Opp �p <br />U = O w N <br />�aOzO <br />�--I <br />C)L <br />■ � <br />LLJC w <br />j J <br />W <br />J <br />W <br />NOo <br />�= <br />� <br />Q <br />z> <br />III <br />1�� <br />J <br />J <br />W W � Q <br />Z U <br />a <br />O W <br />I— <br />a <br />w 0 0 0 <br />E ~ m LLO <br />Z <br />W <br />OOWZ �f- <br />(D z O <br />Q Q J a <br />C)W <br />��>�0a <br />WOLLzQ <br />LJJ <br />C)i <br />Z <br />=�Q00 <br />cyoWa <br />O <br />,--I <br />JCeYLu <br />a Q <br />1 <br />O <br />\y' <br />V = <br />LL <br />w <br />V) <br />.. '� <br />Z <br />z <br />O <br />_V <br />g OC <br />SCALE <br />AS NOTED <br />PLOT DATE: 09 / 10 / 2011 <br />VERSION NO. <br />1001 <br />JOB NO: 11-1260-1263 <br />SHEET NO. <br />7 <br />- -1 7- -- I - <br />