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_LV-9LA-E.F. <br />PLATE HEIGHT <br />_t4'A FF . . . <br />PLATE HEIGHT <br />FF <br />WINDOW HEADER HEIGHT -F <br />QLW EINIELHEQ.�C?PR <br />_IV-qLA-E-F. - <br />PLATE HEIGHf <br />_E-4LA F.F. <br />PLATE HEIGHT <br />8'-W A.F.F. <br />DOOffqgdE-R V8GW <br />_ _7:EjtF <br />WINDOW HEADER <br />0'-W FINL4LF19Z <br />6"SCOR <br />BAND <br />8"SCORED <br />BAND <br />T <br />i-7 <br />1 T <br />T <br />j <br />T <br />j <br />12 <br />t <br />j-,- <br />12 <br />---------- <br />:6 <br />J, T <br />, - - <br />I , , I - <br />1 7 , I— - - ---1 - -, 1. - <br />- - T ; - , I L <br />WNON-FUNCTION"L <br />GABLE VENT <br />4'SCORED T <br />SANG <br />CEMENTATIOUS <br />TEXTURE FINS <br />TYPICAL <br />RONNIE <br />ININ101 <br />minim <br />10101 <br />1 <br />ONE III IMMIME In INS III III <br />MERSIN SEE MEN I MEN <br />ININ, I I <br />MENNEN <br />INS MEN MENNEN MEN NOE -milis I <br />INS <br />111MININIMIMME on MEN MEN MEN <br />EMMONS M <br />Us, <br />7 -1 <br />j a <br />T <br />T i <br />i _T 7-' <br />T <br />-7 <br />CBAENTATIOUS <br />TEXTURED FINISH <br />TYPICAL <br />ROOF P. <br />WININI <br />INN <br />TEXTURED FINISH <br />TYPICAL <br />NONE <br />MININI <br />MENNi <br />01011MIMI <br />MINININ <br />MINININ <br />FRONT ELEVATION <br />SCALE: 1/8" = T-10" <br />4 <br />LWR <br />IT <br />BAND ORED <br />V SC <br />BA- CRED <br />OBI <br />4==U <br />I <br />I <br />� <br />I <br />\_CEMENTATIOUS <br />TEXTURE FINISH <br />TYPICAL <br />\_CEMENTATICUS <br />TEXTURED FINISH <br />TYPICAL <br />I�LO�A F F <br />PLATE HEIGH <br />9-4. A.F.F. <br />PgTE�`HEgFrr <br />. . . . . . . . . . . . . . . . . . . V FFj <br />WINDOW HEADER HEIGHT <br />F7F11 13 17711 1­711 <br />T11 FTT11 SAN., <br />6" SCORED <br />BAND FT FT <br />Lj OF LLJI Lj <br />0, FINISHED FLOOR <br />VSCORED <br />CBAENTATIOUS <br />SAW TEXTURE FINISH BAND <br />TYPICAL <br />.LEFT ELEVATION_ <br />SCALE: 1/8" = T-O" <br />\_CEMENTAIMS \.CEMENTATIOUS <br />TEXTURED FINISH TEXTURE FINISH <br />TYPICAL TYPICAL <br />REAR ELEVATION <br />SCALE: 1/8" = T-O" <br />_Ll'-EA E-f <br />PLATE HEIGHT <br />W-4* A-F-F. <br />PLATE HEIGHT <br />_ _1-�KRF . . . . . . . . . . . . . . . . . . . . . <br />WINDOW HEADER HEIGHT 1-7711 f-711 17711 FT7-11 <br />Al A rmi rMi /'FMI <br />6"SCORED 6"SCORED � -11 <br />SAND FFT11 FT711 177711 BAND F7r <br />Ljji U�11 LLU <br />0-0 FI? LISHQ FLOOff. <br />rz, <br />V SCORED \-CEMENTATIOUS S'SCORED <br />BAND TEXTURED FINISH BAND <br />-TYPICAL <br />RIGHT ELEVATION <br />SCALE: 1/8" = 1'-0" <br />:1 <br />GENERALNOTES <br />VENTILATION CALCULATION <br />FORMULA =FBCR 2007 Sec R806.2 <br />S.F / 300 (1/300) IF 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 VENTILATION1 <br />OF VENTILATION <br />OF VENTILATION <br />REQUIRED <br />I REQUIRED <br />REQUIRED <br />ROOF CRITERIA <br />12"OVERHANG U.N.O. <br />PLUMB CUT FASCIA <br />R F PIT H PER ELEVATI N <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 manufacturers installation <br />instructions. <br />ELECTRICAL SPECIFICATION NOTES: <br />ELECTRICAL CONTRACTORMUST VERIFY WITH THE <br />SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE <br />USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION <br />IPURPOSES. I <br />41 41 9141 9'-411 4@ 41 91-411 91-411 41 <br />ROOF VENTS <br />SCALE: 1116" = 1`-0" <br />P <br />0 <br />U <br />C: co <br />0 <br />Q) (D <br />E c," 605 <br />0 l,, CID <br />U 0 <br />a) <br />ce) P, E <br />00 <br />VO <br />.2 <br />(13 :S <br />:2 . a) <br />— <br />70 <br />C: <br />0" Q <br />C — ce) <br />co LL <br />-E <br />0 . C0 -10, <br />ca C'J <br />a) <br />(.5 <br />1 <br />:5 CL 0 <br />5 0 OD <br />CO <br />ur) 0 <br />0 <br />A 0 <br />8 D. <br />c c <br />T <br />P <br />T <br />L�L <br />ale <br />Aft- <br />)w <br />0 <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specillications 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 />CL) Lr) <br />Z:h! M <br />0 6 <br />r%.. C) <br />CU <br />< .2: (a -V <br />CL) 0 <br />> <br />N <br />< Zj N <br />4QJ) <br />z <br />z <br />LU <br />LU <br />o <br />Ln (1) <br />Ln Cj <br />Ln <br />Ce <br />z <br />z <br />LU <br />z <br />z <br />U <br />r <br />L LI � <br />M z IL <br />8 MIX in 0 <br />ow <br />0 <br />Z <br />Z 0z g <br />U X: <br />UZj F- ZZ <br />C:) <br />Lu b , , <br />0 <br />U 0 to <br />V) D �r U C) <br />0 Ce 0 <br />LLI C4 <br />0 z <br />LU X z <br />ce <br />c) <br />LU <br />z <br />0 <br />r4,4 <br />0 <br />Ln <br />Z > <br />W-j <br />ui 'U"j 0:� <br />LL"O< <br />Oz <br />U <br />< E <br />pLi V; - 2 <br />0 LZU <br />z <br />W LU <br />=' <br />ata!2;i <br />LLI 0 'Z3 :03 0 <br />0 <br />cc < <br />6 <br />< I U-I <br />F <br />LU <br />CD <br />z <br />uj 0 ILL Z!� <br />< <br />M <br />cx; <br />5 <br />0 <br />9 z <br />Z< <br />—j L'U LLI <br />C:) <br />z <br />LL <br />Z <br />0 <br />LU <br />> <br />Z <br />5 <br />z <br />LL <br />—j <br />SCALE : <br />AS NOTED <br />PLOT DATE 05/24/2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0667-0672 <br />SHEEr NO. <br />7 <br />