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SCORED <br />BAND <br />8"SCORED <br />BAND <br />7'-0" A.F.F. - <br />--------- -- --------- <br />WINDOW HEADER HEIGHT <br />6"SCORED <br />BAND <br />-- --- -- -- --- --- -- -- - %--- -- --- -- --- --- --- .- -- -- - - ----- - - - --- --- <br />0'-0" FINISHED FLOOR <br />8"SCORED <br />BAND <br />CEMENTATIOUS <br />TEXTURED FINISH <br />TYPICAL <br />_ _ 11'-0" A.F.F. <br />PLATE HEIGHT <br />_ 9'-4" A.F.F. <br />PLATE HEIGHT <br />6" SCORED <br />Ll BAND <br />wl <br />tP <br />0'-0" FINISHED FLO <br />OR <br />SHINGLE <br />ROOF TYP. <br />CEMENTATIOUS <br />TEXTURED FINISH <br />TYPICAL <br />8" SCORED <br />BAND <br />LEFT ELEVATION <br />SCALE: 3/16" = T-0" <br />RIGHT 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 />taster stucco consisting of one of the following: <br />p ( ) g e <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 />LI+ <br />W <br />OC <br />N <br />N <br />co <br />N <br />vi C <br />v N <br />T <br />H <br />Mo <br />o�a00o <br />U (n <br />O <br />OLn <br />O O <br />-n M U <br />�c N <br />�LLca <br />>✓ <br />mY <br />�YNo� O°' <br />� <br />fill U <br />] a ao <br />s coQi:z, <br />o <br />'t <br />LO o <br />:5 <br />0 <br />A E <br />N C B D6C <br />�g <br />10P�v.3p�9�aO <br />wr <br />E. <br />iq Q) <br />0 <br />O 9R� <br />fp dd <br />� Z <br />0 0 ®A <br />U <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 />f'M <br />N M <br />Z � M <br />r <br />OULn <br />� <br />j t\ o <br />Q � CD <br />(y) <br />> <br />a L rn <br />-ro <br />H f n <br />N <br />n <br />Z <br />LU <br />wJ <br />J fu <br />`p <br />Lrn U <br />Ln <br />z <br />O w0zW i <br />J <br />UMZ L <br />M <br />W <br />Lu <br />OF-2:U)o0 <br />F- Z} z¢ U <br />¢ogQ <br />Z <br />T� <br />2 w Z <br />Q <br />U Z p a w <br />i <br />Lri <br />agU o <br />0 V) <br />U = O w N <br />~a0ZO <br />Lij X: w <br />J <br />JC:) <br />T <br />7 <br />g <br />N <br />0 <br />> <br />n <br />Q <br />/ <br />1 1 1 <br />1 <br />J <br />J <br />w ¢ <br />w <br />< z U <br />w C 0 0 <br />F- ~N cc <br />O~zz <br />L <br />OO w o0 <br />zd~LL <br />w _2 O <br />-Zit <br />III—, w aUa <br />h-4 <br />_j <br />QLLO9O <br />azO00 <br />O <br />w W O LL zWo <br />� <br />� Z <br />>>ad <br />O X LL z <br />C X Z <br />L i <br />0 <br />T I <br />I <br />J Y w <br />¢ a <br />LL <br />w <br />U-) <br />z V_ <br />z <br />0 <br />g 0� <br />SCALE <br />AS NOTED <br />PLOT DATE : 03 / 31 / 2011 <br />VERSION NO. <br />1000 <br />JOB No: 11-0441-0444 <br />SHEET NO. <br />7 <br />