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1 V-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 />6" SCORED <br />BAND <br />8"SCORED <br />BAND <br />GABLE VENT <br />MN <br />4"SCORED <br />BAND <br />CEMENTATIOUS <br />TEXTURED FINISH <br />TYPICAL <br />CEMENTATIOUS <br />TEXTURED FINISH <br />TYPICAL <br />11 <br />FRONT ELEVATION <br />SCALE: 3/16" = l'-0" <br />11'-0" A.F.F. <br />PLATE HEIGHT <br />�= _ - <br />9'-4" A.F.F. <br />PLATE HEIGHT _ <br />8'-0" A.F.F. <br />DOOR HEADER HEIGHT <br />WINDOW HEADER HEIGHT <br />0'-0" FINISHED FLOOIj_ _ _ _ 4 _ <br />6" SCORED <br />BAND <br />CEMENTATIOUS \_CEMENTATIOUS \_CEMENTATIOUS <br />TEXTURED FINISH TEXTURED FINISH TEXTURED FINISH <br />TYPICAL TYPICAL TYPICAL <br />REAR ELEVATION <br />SCALE: 3/16" = 1'-0" <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-1398 <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 piaster 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 />plaster (stucco) consisting of one of the following: <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 />O <br />U) <br />AIL' <br />W <br />o <br />N <br />lJ <br />0 <br />CU co <br />a� <br />o�a00o <br />LU 'O <br />O <br />ono E <br />� <br />m N �? <br />:2 <br />CEO Fm m <br />>` <br />M <br />�YN O <br />N <br />U <br />CLo0) <br />' a CO <br />o <br />to o <br />'t 't <br />V <br />0 <br />A <br />N C B D C <br />i <br />T <br />O <br />Za <br />may( ^^¢ <br />�a <br />LL _ <br />W <br />Iii Q rn <br />Z <br />® <br />U <br />. <br />�7 <br />spy t <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <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 />p <br />0 <br />'--I M <br />N <br />M <br />Z M <br />O V) 0 <br />�o <br />j <br />N M C) <br />Q '� ry <br />0 � <br />� d- <br />z <br />fu N <br />N <br />Z='-'`� <br />0) ry <br />W J <br />WC) <br />0) <br />Ln U <br />In <br />mi <br />Q <br />Z <br />W <br />� <br />WU-o <br />J <br />LUZZ -tea <br />0 <br />UF- <br />pZO <br />V)o0 <br />z < 0 <br />rl <br />z< <br />Uz< <br />2: ~ z <br />C,) <br />W <br />g J <br />y, <br />ON172�' <br />U=wN <br />O F-UO <br />7--I <br />- a O ZOO <br />L w <br />J <br />O <br />Z <br />V <br />0 <br />N <br />J <br />Q <br />i--i <br />,--I <br />,Ln—I <br />W <br />JJ <br />Wa <br />J <br />W Q <br />O <br />W H <br />< N <br />Q <br />^^ <br />w�0 <br />� <br />U <br />Z U � <br />O P <br />LzmP <br />O <br />W z0'...��zz <br />O W F <br />O <br />o 8) <br />Z <br />w <br />Q <br />p <br />w z O O <br />F- J Q U ¢ F¢ <br />u <br />Z 0 - <br />W <br />rQ > 9 O a <br />W <br />p <br />z QWW�o <br />WOLLZQ <br />0 <br />L <br />ZDQ <br />NLcr)),xOWQ <br />J �-' Y w <br />as~� <br />C)W <br />Z <br />Z <br />O <br />> <br />g <br />Z0 <br />a LL <br />SCALE <br />AS NOTED <br />PLOT DATE : 03 / 31 / 2011 <br />VERSION NO. <br />1100 <br />JOB NO: 11-0441-0444 <br />SHEET NO. <br />6 <br />