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VARIES 12'CAP = CAP <br />2" <br />2" *NOTE: <br />1" RADIUS <br />IN FOAM TO BE USED <br />( . ONLY WHEN 3 1/2" RADIUS - - 1/2" RADIUS <br />V REQUIRED BY <br />Ag COMMUNITY 3/4" RADIUS --�- 4 <br />CV 00 SPECS. IF NOT, <br />CD ill 2- OPENING VARIES 2-1 �2� V ill <br />DETAIL TO BE <br />Cl) <br />BUILT WISTUCCO. 1/2" RADIUS — - v 1'. <br />1111 4" VARIES <br />1/2" RI <br />EDGE OF <br />VARIES <br />OPENING <br />9 21" VARIES <br />V-4" <br />2 VARIES <br />1 1/2" RADIUS — <br />2' <br />4" 4" 42 2 1/2" RADIUS <br />3. <br />3 4" <br />4 LO <br />c;, <br />LO SIN CD <br />V <br />ml <br />.'r 33 31' <br />VARIES 2 <br />CD =1 ll BASE BASE <br />T' 1_7 _,_:i _ni <br />T <br />all <br />rIN <br />C4 <br />• C=), <br />V-011 4" <br />.l <br />C=> <br />*NOTE: VARIES 81, 2' 1 <br />FOAM TO BE USED 19 <br />ONLY WHEN <br />3" REQUIRED By <br />COMMUNITY <br />SPECS. IF NOT, OPENING VARIES 1'-4 <br />DETAIL TO BE 2" l <br />BUILT W/ STUCCO. <br />EDGE OF L I ki <br />OPENING <br />1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />N drawings comply with the 2017 Florida Building Code - <br />-3r- 4" 101, Residential 6th Edition, Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />10" 6' Engineers signature and seal. <br />21" ]p 0 <br />4 W <br />'4�& E (0 rn <br />0 8 c-, Oro <br />00 8 1 - <br />04 C� CI) C� <br />it <br />'o LL <br />0 - L� <br />Lu <br />c:: C <br />L.L(L <br />L 2 _L6 - <br />IN z 0 <br />z 20 C. 0 wo 0 <br />C Cj 3., <br />:E M <br />U) U) W 8' E, <br />6" LU <br />LLJ <br />-4- C14 2" 2" iv -Z < 0 <br />00 < <br />LO > <br />00 E100 <br />z <br />r-E <br />241 <br />f3 U) <br />4" _�2 <br />1" <br />2 3 2 <br />f_4 <br />o <br />1-1/2" THICK L& <br />214" z m (0 Z3 <br />2'-4" <br />51, 7' 4" <br />51" 1'4' 3- o <br />4 <br />C 1-1 <br />> <br />L.0 <br />[T— <br />N4, <br />C) <br />31, VARIES VARIES 0 <br />C, Oft <br />U0 <br />LO ZD <br />CIO 21"] <br />J) E <br />(D <br />T_ ID <br />o <br />VARIES VARIES <br />r4" 1 8" <br />< <br />2 00 _j zoo <br />I I a e U_ <br />6' 4" KEYSTONE Fl I KEYSTONE Fl 1 <br />--------- c6 E <br />OPTIONAL OPTIONAL 8 <br />m r6 <br />00 C1 <br />C'4 <br />CD to �3"o E '6 <br />11 z' <br />Ca- C4 <br />E 4 1' 4" WINDOW OPENING 4" 3,,' <br />ro '0 <br />1- 4" GARAGE DR. OPENING 4" 1 1 1 0� <br />E. V z <br />-2 C: o <br />( < <br />NOTE: U:) 2. <br />w a�� <br />CD <br />z z� 0z <br />0 •INSTALL OVER STONE, TYP. o <br />KEYSTONE <br />:F::1:1:V KEYSTOr <br />OP IONA <br />OPTIONAL o iv PTod <br />---------- - <br />�3' 4" 4 'T' <br />o < <br />* FIN. TO HAVE TRADITIONAL z w w <br />VARIES <br />LOOK & SMOOTH FINISH < 0 <br />W w <br />e FOAM/ EPS MATERIAL IS 0 - <br />i, [0. <br />co ACCEPTED C:) �1' - = <br />-2 AM mi C-0 ol<� 0 <br />LZ W <br />E2 NOTE: rz <br />FIN. TO HAVE TRADITIONAL LOOK & <br />E! SMOOTH FINISH 4� 1 -0 14, 2 3 <br />2" •FOAM/ EPS MATERIAL IS ACCEPTED 54-,, 2 4 52" <br />> L <br />0) <br />3'-8'l 7" <br />4" T-O" 4 <br />10" 1'-4" 101, > <br />C <br />CL _j <br />00 <br />t5 <br />.2 C- <br />C:) <br />r > CD <br />L_ <br />Cn <br />CD L <br />0 04C) <br />N, <br />co <br />C14 <br />0 <br />Lid <br />CV <br />LO <br />0 <br />E <br />0 <br />C? z E <br />E <br />76 a) <br />IL <br />C�4 <br />JOB NO 20-6584 <br />LO SCALE AS NOTED <br />15 SHEET NO. <br />GENERAL NOTES: <br />• 1,5 LBS DENSITY STYROFOAM <br />* POLYCOAT (HARD COAT) <br />mi 0 ACRYLIC SAND FINISH <br />cn <br />Eli <br />, , �Ilklilp it, - �Iluv' <br />