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cn <br />88 <br />ca <br />O <br />C'4 <br />00 <br />5_4 <br />00 <br />C'4 <br />Lo <br />L0 <br />pN <br />O <br />Cr <br />r4') <br />8 <br />5-q <br />iv <br />to <br />Ir- <br />E2 <br />.2 <br />O <br />CM <br />O <br />8'-0" RIDGE VENT <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />T.O.P. <br />11-011 <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />00 <br />FLASHII <br />2nd FIN. FLR. <br />— ---------- j— <br />T-0. M. <br />I <br />HDR HGT. <br />- — — — — — — 1 I -Oft <br />FLR <br />--------------------- <br />--------------- <br />----------- <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED 4'RIDGE VENT <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />--'4'-0" OFFRIDGE VENT' <br />12 <br />12 <br />5 <br />REAR ELEVATION - Al <br />SCALE: 1/4"=V-0" <br />12' RIDGE VENT <br />LEFT ELEVATION <br />� Al. <br />:1/411=11-011 <br />11-2111 <br />4 <br />T.O.P. <br />---- HDR HGT- <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />2nd FIN. FLR. <br />T.O. M. <br />--—HDRHGT. <br />FIN FLR <br />RICO <br />00 <br />0 <br />REV. 09.24.21 <br />arr. <br />G <br />.2 <br />Cut <br />I.0 <br />CC <br />a- <br />:e <br />6 =� C= <br />C= <br />C%4 <br />r= <br />C= <br />a.CkY•- <br />fO to <br />,?>?,OCNN <br />.......... <br />tAS E <br />-,j <br />< <br /><3 < <br />I <br />0 v"14 <br />Z <br />0 <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 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 />0) <br />W <br />0 <br />N <br />tin <br />04 C" 0 v <br />U;- <br />-j LI: yj <br />LL Q. <br />Sc <br />Zvi <br />a. <br />g <br />0 <br />z <br />-L0 0 <br />Cl) z <br />C\j <br />< 0 .0 <br />z <br />W <br />< <br />CL- <br />V) <br />(-D <br />(L) <br />�4—J <br />C—/� % <br />LU <br />0 <br />LU <br />t/') <br />C!-- <br />< <br />C:) <br />zzz <br />__j <br />LL, <br />E <br />8 <br />zE <br />LR <br />z <br />28 <br />W <br />88 <br />aLL <br />hey <br />C:) <br />L6 <br />LO <br />LO <br />< <br />CID <br />cy- <br />U) <br />LO <br />0) <br />< <br />0 <br />co <br />C') <br />00 <br />C'4 <br />CY) <br />LO <br />00 <br />CN <br />-r— <br />C14 <br />4) <br />E <br />M <br />� <br />CY) v— <br />6 <br />z <br />E E IN <br />0 0 <br />JOB <br />NO: <br />23-00520 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />