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1V-0"A.F.F. <br />PLATE HEIGHT <br />9'-4" A.F.F. <br />- - - - <br />PLATE HEIGHT <br />------- <br />7'-0" A.F.F. <br />WINDOW HEADER HEIGHT <br />------I <br />6"SCORED <br />BAND <br />12 <br />6� <br />NON-FUNCTIONAL <br />GABLE VENT <br />4" SCORED <br />BAND <br />0'-0" FINISHED FLOOR <br />a <br />e <br />8" SCORED <br />BAND <br />11'-0"A.F.F. <br />PLATE HEIGHT <br />9'-4"A.F.F. <br />— — <br />PLATE HEIGHT <br />8'-0"A.F.F. <br />_______ <br />DOOR HEADER HEIGHT <br />7'-0" A.F.F. <br />WINDOW HEADER HEIGHT <br />0'-0" FINISHED FLOOR I — <br />CEMENTATIOUS <br />TEXTURED FINISH <br />TYPICAL <br />ININININI <br />ININIMINI <br />t t: <br />ROOF TYP. <br />-ElElP <br />CEMENTATIOUS <br />TEXTURED FINISH <br />TYPICAL <br />6" SCORED <br />BAND <br />_ 12 <br />61 <br />r III <br />fm <br />FRONT ELEVATION <br />SCALE: 3/16" =1'-0" <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 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 />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 />c <br />N <br />N <br />co <br />0 <br />V <br />0 <br />O <br />v <br />2 <br />M <br />Orn <br />N. <br />U0 <br />omo 0 <br />_ <br />m co 4 U <br />0) m <br />c <br />r6 <br />T�� aai <br />O N C\I Y <br />U <br />p <br />a 00 <br />o a a°po <br />' <br />0 <br />�¢� <br />0 �- <br />0 <br />A <br />U <br />N C B D C <br />o <br />XIPCG <br />`,j%j11111/Jjj; <br />l A. 8 <br />��_ ee eteeee <br />W �•e• C� �° <br />9,o � <br />✓® <br />�`° <br />N M �' <br />J+� <br />r oco <br />•t <br />deQ rn <br />.o <br />u e <br />O •eo. • <br />��® <br />W� <br />P <br />IIF—N,C <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 />C) <br />.r-q M <br />N <br />M <br />� <br />Z M 0 <br />V) 0 <br />to LO <br />O <br />Q � IM <br />Q •� ca ' <br />Q Q) O <br />M <br />L N <br />zp1 fu <br />J <br />W <br />W <br />�C:>a) <br />Lr) N <br />LnLn V <br />Q <br />z <br />W <br />WLLCo <br />J <br />w co z <br />U Lu <br />T-I <br />Lno0 <br />pzY'0zaU <br />Za<U2: <br />C)U <br />Z p k a W <br />i <br />1� <br />age o0 <br />UF-apzLu <br />r-I <br />w <br />J <br />O <br />Uj <br />T--i <br />� z <br />� <br />p <br />NO <br />P: <br />T <br />_ <br />> <br />��zW <br />J <br />Q <br />w <br />Boa <br />a <br />O <br />Q <br />voOJO� <br />0 z Ce o <br />Q <br />w <br />w <br />Z a��ZZO <br />Z <br />w z O <br />g U J Lu U <br />H <br />Z <br />w¢cg <br />OLL <br />W <br />uuw0LLzQ <br />Q 0 <br />ZD j <br />01 a z U. <br />Ln N X Z <br />JJ <br />1 <br />W <br />QQ�� <br />O <br />O <br />Z <br />LL <br />O <br />W <br />/ <br />Z N <br />g <br />z <br />O <br />L.L <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 />6 <br />i. ... 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