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L0 <br />f— <br />L0 <br />C14 <br />cli <br />8 <br />Lei <br />5�- <br />B <br />Q <br />C <br />6N <br />Fx <br />E <br />9 <br />LO <br />U <br />UJ <br />100 <br />BID <br />I. <br />C� <br />P- <br />T.O.P._ <br />HDR HGT. <br />12 <br />5 <br />12 <br />Z:::::�5 <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />2nd FIN. FLR. <br />4 14'-0" FLASHING--\ 61-Olt 10 <br />T.O.M. I 1r\ I <br />FIN FLR <br />- - - - - - - - - -- — — — — — — — — — — — — — — — — — — — — — <br />CJ / WEEP <br />--------------------- 0 ---------- <br />TRIDGE VENT <br />5068 SGD <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />35-SH <br />ci <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER <br />SPECIFICATIONS <br />------------- === ------------------- <br />CJ / WEEP <br />ROOF TO BE <br />CENTERED ON <br />DOOR <br />35-SH <br />—TEXTURED <br />JFINEMENTITIOUS <br />C I us: <br />SH ON C.M.U. <br />(TYP.) — <br />REAR ELEVATION - Al <br />12 <br />12 <br />SCALE: 1/4"=l'-O" <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />T.O.P. <br />- - - - - - - - - - - <br />HDR HGT. <br />- - - - - - - - - - - - - - - - - <br />proper joint <br />or other apl: <br />- - - - Fluid-applie <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - <br />11-011 comply with <br />of the exter <br />r\,\—EXTER,OR <br />Approved fl <br />0 Exteric <br />Zico <br />0 Interse <br />T11- <br />-- <br />PLASTER ON <br />frame 1 <br />60 <br />* Under <br />FRAME <br />and sil <br />* Contin <br />25 SH <br />0 Where <br />floor ai <br />0 At wall <br />2nd FIN. FLR. =t:'� - <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - <br />0 At Buil, <br />- - - - - - <br />C" <br />ci ci <br />T.O.M. <br />CJ WEEP <br />All flashing m <br />HDRHGT. -- - - - - - - - - - - -- - - - <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />ocean) shall t <br />steel) and she <br />21-10" preservatives <br />REV. 09.24.21 <br />TEXTURED <br />210 <br />9 <br />CEMENTITIOUS <br />bo <br />FINISH ON C.M.U. <br />(TYP.) <br />FINFLR -4 — — 41- — — — -4 <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 4 <br />— — — — — — <br />RIGHT ELEVATION - Al <br />SCALE: 1/4"=l'-O" <br />C3 C' <br />C' <br />Cc am <br />= 6L. 0- <br />(a C;* .,z <br />40 C= Cc <br />ax C2.. �5 <br />Co <br />cc W <br />co C� <br />0- If <br />Z:i <br />BRO <br />'4V <br />.. ...... <br />0-- <br />C14 <br />C:) <br />L 0 <br />S S 10 t4 <br />/0/1111l,11110, <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineees signature and seal. <br />E <br />Cc, <br />04 <br />53 1% <br />OD <br />Z I? <br />CIA 0 <br />Lu <br />L, LL <br />— w <br />Z =M M co CL x <br />C14 <br />P 0 <br />(x <br />W T <br />z & 0 - <br />C14 z < <br />a < <br />z 0 9 <br />W <br />10 <br />U) <br />.2 <br />LLJ <br />0 LLJ <br />V) <br />0-- <br />Zu <br />u <br />E <br />U3 <br />ce E <br />R <br />0 <br />E 0 <br />a <br />0 <br />zE <br />t <br />z <br />C <br />Q) <br />W <br />wu� <br />.2 C:) <br />T) <br />LO <br />LO <br />Lo <br />M <br />(D <br />ca <br />Cr <br />-6 ca <br />.2 3: <br />CN <br />M <br />LO <br />< <br />0 72 <br />L01 <br />.0 M CY) <br />LO <br />CD <br />LO <br />04 <br />co <br />E <br />M <br />LO <br />z <br />E T-- <br />E <br />0 0 <br />M <br />(L <br />JOB <br />NO: 23-06142 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />