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VARIES 1'-10" 12' CAP CAP <br />2 2" *NOTE: <br />1„ <br />iv FOAM TO BE USED 1" RADIUS Cl) <br />ONLY WHEN 1/2" RADIUS M <br />REQUIRED BY 3 1/2" RADIUS <br />+-1N <br />j. <br />COMMUNITY 4 1'-54" <br />iv co SPECS. IF NOT, i� <br />4 RADIUS <br />C0 DETAIL TO BE 1" 2" OPENING VARIES 2" �2' <br />BUILT W/ STUCCO. 1/2" RADIUS 1" 1" <br />N EDGE OF VARIES 1'-0" z' SIN <br />�- OPENING VARIES <br />0 22" _ VARIES <br />M 12 VARIES <br />1 1/2" RADIUS T <br />4" 42„ 2„ <br />4" 2 1/2" RADIUS <br />34, 4„ LO <br />�'T <br />N <br />M�j mod, cD <br />c�N (D <br />MI-1�� ^00 <br />CD <br />VARIES 12" 32' 11" 32' <br />ITN 3" 2° 2" 1" 1" 1" BASE BASE <br />1,_$„ <br />4 , <br />• O <br />4 y N <br />N <br />O <br />N <br />2 <br />*NOTE: VARIES 8" 2" <br />FOAM TO BE USED <br />3„ ONLY WHEN <br />REQUIRED BY <br />1'-6" � <br />COMMUNITY = 1" <br />SPECS. IF NOT, 1" OPENING VARIES 2" ' 1" V-4" ff <br />DETAIL TO BE 2" 2" —'r'� <br />BUILT W/ STUCCO. 24' • <br />EDGE OF <br />OPENING �--� <br />1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />rn " 1 �„ N drawings comply with the Engineers <br />Florida Building Code - <br />v •I,.r-+ 'I,j• � ^M Residential6th Edition. Engineers signature and seal is only for <br />10" 6" Engineers signature and seal. <br />e structuralengineering portions o the drawing pages bearing <br />N <br />F cSE Nco co <br />Q O 8 N # <br />ID <br />- C q) m J # u. <br />O O ,p J <br />N <br />LL <br />N �� M (h W N <br />C <br />-C CD a N J LL a d up <br />LL <br />IN <br />C7n L m o <br />it m <br />0 6" W W W 'o��rn <br />IT <br />co <br />J 42 CV 2" Z co N O p N <br />0 1„ 2, 4„ 3„ 2„ iv > > LLW N M ¢ v o0 -� <br />N Z O U ❑❑❑ <br />of W <br />N <br />1-1/2" THICK 1 cD M <br />m 3�Lo <br />z N <br />rn 24 =1N z <br />M z o <br />_2'-4" 1'-10" =v Qae <br />5�' 1, 5„ 5�" �„ 4„ <br />N <br />C m <br />54„ 1, 4„ 3„ N z <br />00 4� -J <br />IN M � — u- <br />� ��• (� w <br />O U <br />4„ 1" 12" VARIES VARIES 0 <br />w ` <br />C� <br />V) <br />V) <br />2 w <br />o U) 21„ _U <br />/ Cr ' J 8 <br />G> �M t <br />> r VARIES VARIES c —Q <br />rn 4„ 8„ 1 „ �,��' r <br />o <br />z <br />O F;O. <br />a <br />c <br />6" 4 KEYSTONE F11 0 = <br />r--------- _ Oe rn <br />KEYSTONE F11 Z <br />ram- N cv OPTIONAL C E <br />oa <br />p. .,� OPTIONAL � u <= w <br />r <br />7 <br />00 <br />CL <br />C14'46 • 2 44 iD R r 3" o I o <br />a 4a' 3„ 4„ N I w o w <br />Eo + Iy 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" a' @i Q mo <br />i�f _ C <br />rq Ji a ° zz <br />• INSTALL OVER STONE, TYP. 8 Q o <br />E -- NOTE: <br />x <br />• FIN. TO HAVE TRADITIONAL Q LL -z <br />VARIES <br />LOOK & SMOOTH FINISH <o <br />J , • FOAM/ EPS MATERIAL IS w = 3 <br />y ACCEPTED � <br />o wF o <br />co o o _ <br />L`' NOTE: v % 3 <br />• FIN. TO HAVE TRADITIONAL LOOK & 1'-4" o <br />v SMOOTH FINISH 14 1'-64" 14 1z' 3 2-11 CV <br />c 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5" 41''12' S4' > <br />L <br />c 3' g" 7„ N <br />y 4" 3'-0" 4" l`----1m <br />1„ <br />0101, 1'-4" 10" cv <br />o <br />co 00 <br />CD <br />L7 1„ o - <br />CDC14 T O N <br />C14'Q6 +r Q V <br />N T <br />N \ <br />o m > N N <br />o <br />0 00 o v T ii z <br />a ih c0 z E m f6 <br />Eo a :: c <br />o 'Qy, d U � Q 0 <br />1" RI • - <br />N 1„ o 12, JOB NO: 20-6222 <br />SCALE : AS NOTED <br />$ N GENERAL NOTES: <br />o <br />SHEET N0. <br />o -ERE <br />o • 1.5 LBS DENSITY STYROFOAM <br />POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />0 <br />N <br />