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12 -` <br />T <br />l <br />i - � -• � I i I'_ j � I'� <br />----- <br />PLATEHEIGHT '� I � - <br />9 -0'A.F.F- <br />NON-FUNCTIONAL -- - <br />. <br />PLATE HEIGHT GABLE VENT - - <br />_T-W A.F.F. <br />WINDOW HEADER HEIGHT <br />aaaa <br />B'SCORED ED BAND <br />BAND k BAND <br />0_0" FINISHED FLOOR_ <br />8"SCORED <br />BAND <br />0'-0- FINISHED FLOOR _ — <br />TEXTURED FINISH <br />TYPICAL <br />SHINGLE <br />ROOF TYP. <br />TEXTURED FINISH <br />TYPICAL <br />12 <br />6 <br />■ ■ L111I. ■looms, ■■■ ■son <br />■■son: <br />■■ <br />■■■ � <br />.1■1 ;!11' <br />TEXTURED FINISH <br />TYPICAL <br />ROOF TYP. <br />L <br />B"SCORED <br />BAND <br />BID] — <br />TEXTURE FINISH <br />TYPICAL <br />III <br />IN INININI-0-1 <br />va . �. ., .__,.9 ....,� - - -...>z ...,� >_-� ,....._,a �.�.-�:� •- _ a _. �,_ -� _ _ - �w _ „ �..3, PLATE HEIGHT <br />11'-0" A F.F. <br />_ 9-0'AF.F. <br />PUTE HEIGHT <br />— — — — — — — — — — — <br />--7'-0'A.F.F-- <br />WINDOW HEADER HEIGHT <br />13 <br />6'SCCRED BAN. ED <br />BAND I FFTI I 1=1 ggryp <br />,. LLLJJ U=j <br />0'-0' FINISHED FLOOR <br />�K= <br />r. <br />8'SCORED CEMENTATOUS 8'SCORED <br />BAND TEXTURED FINISH BAND <br />TYPICAL <br />LEFT ELEVATION_ <br />SCALE: 1/8" = 1'-0" <br />■■! ■■�I ■■■I ■■■ I■■■, I■ <br />mimosa ■■� ■■■ I■■0 <br />■■■I I■■■I ■■■ i■■■: <br />11. 11 <br />■■■ ■■■ ■■■ ■■■I <br />� III 1 <br />CEMENTATIWS <br />TEXTURED FINISH <br />TYPICAL <br />10101 <br />ININI <br />INININI <br />FRONT ELEVATION <br />SCALE: 1/8" = 1'4' <br />CEMENTATOUS `CEMENTATIOUS <br />TEXTURED FINISH TEXTURED FINISH <br />TYPICAL TYPICAL <br />0'-0" FINISHED FLOOR <br />8"SCORED <br />BAND <br />r <br />A - <br />REAR ELEVATION <br />SCALE: 1/8" = 1'-0" <br />TEXTURED FINISH <br />TYPICAL <br />RIGHT ELEVATION <br />SCALE: 1/8" = T-0" <br />W <br />8' SCORED <br />BAND <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 -SHINGLE LOADING <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 />N <br />.N <br />N <br />J <br />tri C <br />F' N <br />v N <br />2 <br />m0 <br />o � a00o <br />O ui <br />0 0 <br />V) <br />.2 <br />a <br />7C) <br />a) <br />�p - N <br />M <br />C <br />>` <br />co) <br />CEO:Ez <br />o � co <br />N O <br />U <br />YQo� <br />0 a a00o <br />C6Qi:�- <br />rn � <br />O <br />A <br />B <br />0- <br />D® <br />N C B D C <br />= <br />*Pco <br />f!/,! <br />pCM <br />O <br />CO <br />�,.14, <br />J O NPT+ <br />C C7J <br />Pao `` <br />0l <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 />t. <br />'- M <br />N M <br />Z CU M <br />O <br />U. <br />No <br />j C) <br />0 MM <br />'i ra <br />sa <br />L <br />H <br />>LL� <br />z <br />,N <br />z <br />Z 2) ca <br />J <br />aLn <br />W <br />ra <br />W <br />Ln U <br />U) <br />a <br />Z <br />Z <br />J <br />OZ <br />w�0 <br />O <br />Lu ZHClC <br />wtoZZG� <br />v H N in <br />r <br />zr a <br />ZU z <br />< <br />=�4u z <br />La <br />0 <br />JI v <br />0�0U0 <br />U�apLu N <br />rl <br />,^ <br />V�! <br />zO <br />aw C <br />J <br />N <br />z <br />0 <br />Ln <br />E > <br />O W <br />Q <br />'—� <br />J <br />W <br />J <br />J <br />- a o <br />< Y <br />a <br />a <br />O <br />` <br />Z <br />Z <br />ru0000, <br />5 <br />v��nm0 <br />0 O W ~ <br />Z <br />( 1''� <br />V <br />O W <br />Z � O Z <br />��C)z00 <br />Q <br />J <br />LL <br />Q Q J Lu V a�a <br />h� wav <br />o <br />Lu <br />o z <br />W <br />C: Z <br />Lu2 a <br />C�Wofo <br />o <br />ace <br />D <br />J O W a <br />r..� <br />II <br />z <br />_jW Lu1 <br />aaa� <br />Z <br />M <br />� <br />W <br />LU <br />F— <br />z <br />g <br />z <br />0 <br />LL <br />SCALE <br />AS NOTED <br />PLOT DATE: 01 / 21 / 2011 <br />VERSION NO. <br />1100 <br />JOB No: 11-0055-60 <br />SHEET NO. <br />7 <br />-1 F-- -- <br />f I!d .. f ! ,. uIG_ 1 ., L..:3ad.I�l i1,1a.lltlli,eF:lt6 119°GiiIIVI}! t I: L ' II IILr,4. 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