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C) <br />11'-0'A.F.F. <br />PLATE HEIGHT <br />PLATE HEIGHT <br />7'-0' A.F.F. _ _ _ _ _ _ �— <br />WINDOW HEADER HEIGHT �_jr <br />D'-0' FINISHED FLOOR_ <br />6'SCORED <br />BAND <br />.'SCORED <br />BAND <br />oABLEYENr <br />1' SCORED {' <br />BAND <br />INININE <br />TO <br />INININIM <br />TEXTURED FINISH <br />TYPICAL <br />■ ■ ■■■ ■■■ ■■■ ■■■ ■ ■ <br />11 N■ ■■■ ■i■ ■■t I 1 <br />11 I ■■■ ■■■ ■■■ ■■■ 11 <br />TEXTURED F114SH <br />TYPICAL <br />Fl- <br />SON <br />101 <br />IN <br />■ ■ IInII <br />oiil <br />1 ■■■ ■■■ <br />■■■ ■■■ ■ ■ <br />'F <br />■■■ <br />■■■ ■■■ 11 <br />T11 <br />TEXTURED FINISH <br />TYPICAL <br />MINININ <br />FRONT ELEVATION <br />SCALE: 1/8" = T-0" <br />PLAg TE HEHT <br />8'-0'A AF. _ _ _ _ _ <br />DOOR HEADE., HEIGHT <br />_ 7'-0'A.F.F. <br />WINDOW HEADER HEK314T <br />.'SCORED <br />BAND <br />6'SCORED <br />BANDj <br />_ <br />__ <br />___ <br />___ <br />IL <br />\_CEMENTATIWS <br />TEXTURED FINISH <br />TYPICAL <br />\_CEMENTATKXIS <br />TEXTURED FINISH <br />TYPICAL <br />9'-4'A.F.F. <br />PLATE HEIGHT <br />WINDOW HEADER HEIGHT <br />.'SCORED .'SCORED <br />BAND IFMI SAN. <br />-: .:• <br />... .. _ _ .. .. ..._ : •. D'-0' FINISHED FLOOR <br />N <br />6'SCORED CEMENTATIOUS .'SCORED <br />BAND TEXTUREDFINSH SAM <br />TYPICAL <br />LEFT ELEVATION_ <br />'\_CEMENTATIOUS \_CEMENTATIOUS <br />TEXTURED FINISH TEXTURED FINISH <br />TYPICAL TYPICAL <br />REAR ELEVATION <br />SCALE: 1/8" = 1'-0" <br />SHINGLE <br />ROOF TYP. <br />12 — <br />------ 12 <br />12 _. .-T- <br />6� <br />94'A.F.F. <br />PLATE HEIGHT <br />_ T-0_A.F_F.__ __ _ _____ _____ _ ___ <br />WINDOW HEADER HEIGHT <br />e'SCORED 6"SCCRED <br />BAND BAND <br />:�•. <br />0-0' FINISH FLOn. � t ..! ... .... .... v. �....... _.., .... •':•; .:,: ,,:.. .. _ <br />ED <br />W SCORED CEMENTATIOUS B' SCORED <br />BAND TEXTURED FINISH BAND <br />TYPICAL <br />RIGHT ELEVATION_ <br />SCALE: 1/8" = T-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-1601 <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 />4' 4' 9'-411 9'-4" 4' 4' 9'-4" 91-411 4' <br />ROOF VENTS <br />SCALE: 1/16" = 1'-0" <br />N <br />N <br />N <br />Ln C <br />a' (D <br />(M <br />F- CI <br />co) <br />M3 ;a <br />co <br />to <br />O a) <br />OMnp E0 <br />Limit C <br />m ttf 'd U <br />C CD <br />c-M <br />— <br />t0 tD <br />M <br />i m <br />O ANY <br />U <br />'.O rn <br />OD <br />' <br />�Q N <br />rn s <br />O <br />A <br />N C B D C <br />B <br />D® <br />•..r <br />1 i N i <br />56 <br />o *12� <br />• TE <br />• � LL G <br />• Ib� t �' <br />T <br />a'i 10r- <br />N- <br />zLLa �/111111� a <br />(5 L) <br />To the best of the engineers 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 />0 <br />Z � M <br />OV: 3) <br />M O <br />aj <br />Q 'L M � <br />Fa- �j LL <br />9 L <br />N <br />Z Cn Z <br />'J <br />WC) <br />W C <br />� <br />Inin V <br />a <br />z <br />W <br />w U- O <br />J <br />5 <br />LLJ Fr i <br />C)5z>-z<0 <br />W <br />M <br />Zrz8fQ <br />zZ~z <br />0 <br />c�zo aw <br />ui <br />NJ <br />dgo�8 <br />88 <br />4 <br />(.) <br />T7 <br />Lu Z <br />O <br />W <br />-q <br />Z <br />� <br />\L <br />` <br />00_ <br />�0_ <br />1 <br />L 1 <br />I <br />i <br />' <br />W <br />3: <br />d <br />—j <br />W <br />O <br />O <br />aZ <br />W 0O90 (W] <br />O O ZW W S <br />Q <br />Z <br />w <br />W000�o <br />W <br />a�i- <br />0 <br />H� X <br />aQ <br />1— L! 6 <br />J <br />W <br />Ct)7 <br />CD'^ <br />LLI 0 L L z <br />Z <br />U <br />Y / <br />0, <br />"' <br />N <br />1 <br />oYLU <br />LU <br />Z <br />O <br />Z <br />a~� <br />LL <br />O <br />LU <br />(/� <br />v • <br />Z <br />z <br />O <br />g U- <br />t--t <br />J <br />SCALE <br />AS NOTED <br />PLOT DATE : 08 / 17 / 2011 <br />VERSION NO. <br />1000 <br />JOB No: 11-1198-1203 <br />SHEET NO. <br />7 <br />