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M <br />t <br />TnM <br />r_On <br />_ I e <br />----* OFFRIDGE VENT <br />12 <br />12 <br />�5 <br />J.._..er•L_-..±...Fc_, y4ernt'•:-I_�-..w.. �-`. �.da. .I+.,w.c 1. �.: �.-arva4 .i..ti:-� _- <br />..w.4.--.r-.r I .�..�L:-�.1� �-:.--+Iw.+. I..a.....1 _. I _ _- L __ i , ^-1 ----r • �1 - <br />I I I <br />- - - - - - - - - - - - - --------- -- <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />35 SH (2) 35 SH <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />5068 SGD <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED PER <br />MANUFACTURERS SPECIFICATIONS <br />REAR ELEVATION - Al <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"= V-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />T.O.M.- <br />1. <br />HDR HGT. <br />-- —---------------- ` 1�0r�--------------------------------------------------------------------------------------------------------------- — -- ------ <br />1'-0" <br />TEXTURED <br />CEMENTICIOUS TEXTURED <br />FINISH ON C.M.U. CEMENTICIOUS -0. <br />(TYP.) (TYP.) FINISH ON C.M.U. <br />(TYP.) <br />F.FL._-----------------------------------------____------------ <br />RIGHT ELEVATION - Al <br />REV. 09.24.21 <br />N <br />N <br />N <br />c <br />Ckv <br />'-,ao <br />ca. <br />V t� O <br />c to C� aMr <br />o t+ n. <br />o <br />v <br />4 .ww N Y <br />a> y <br />c <br />•y, E c <br />s <br />_ 3 � <br />C E <br />/0 p <br />d U <br />! <br />?,OWN <br />Q' • J 0 /� R <br />F <br />����✓✓ O F E <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />a <br />FA V <br />9) <br />(D 0 ` N <br />rA <br />M <br />a <br />0 <br />N C <br />yC1 er J , <br />j, LL LL w <br />a <br />a <br />= <br />- <br />g0, <br />2 M <br />W <br />rn <br />U <br />Go <br />l•i Z J J <br />Z <br />OU <br />W <br />013 <br />z <br />z <br />z <br />V) <br />� <br />LLB <br />.0 <br />N LL <br />W <br />0 <br />y� <br />0 <br />c <br />V V) <br />I VN/r�� <br />1— <br />W <br />V <br />L • <br />C <br />N <br />r- <br />M <br />� <br />E <br />o <br />E p <br />t0 O <br />4= <br />0 2Hi <br />Wa <br />Vq <br />zO <br />N � <br />60 <br />gg <br />S` <br />�a <br />r0 <br />�o <br />z <br />N 433 <br />JZ <br />LL <br />W <br />U <br />V <br />0 <br />U?i <br />O <br />L <br />0. <br />LLO <br />rn <br />_ <br /><C <br />� <br />co <br />� r <br />co <br />Y <br />� <br />r <br />m <br />ca <br />LN <br />_ <br />Q� <br />O <br />N <br />0) <br />O <br />N <br />rQ <br />T <br />C11) <br />T <br />zE <br />H <br />o <br />z <br />C <br />E M <br />w <br />C <br />a.0 <br />J <br />Q 0 <br />J <br />JOB <br />NO: <br />22-06474 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />