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2" 6 VARIES CAP CAP <br />2" *NOTE: <br />04 <br />1" RADIUS--' <br />FOAM TO BE USED <br />ONLY WHEN 3 1/2" RADIUS - - 1/2" RADIUS <br />REQUIRED BY <br />COMMUNITY <br />It 3/4" RADIUS — - V-5j" <br />C14. 00 SPECS. IF NOT, L <br />DETAIL TO BE 1 OPENING VARIES 2- <br />�2 <br />BU I LT W/ STUCCO. 1/2" RADIUS <br />i-,)j 4" VARIES Alt IN V-011 <br />EDGE OF <br />1/2" W <br />1. OPENING VARIES 1-4' <br />2j" VARIES V-4- <br />2 VARIES <br />11-0.1 <br />C%-j AN <br />1 1/2" RADIUS — <br />4" 41" 2" 1 <br />2 <br />4" 21/2" RADIUS <br />—31 <br />4 u') <br />C14 <br />VARIES CA <br />3- V v BASE BASE <br />2 <br />4 LT V-8" <br />-011 11, 4" 04 <br />J"t <br />N <br />*NOTE: VARIES 8" 2- <br />op <br />87 50 <br />FOAM TO BE USED <br />ONLY WHEN <br />3" <br />REQUIRED BY V-6" lij <br />COMMUNITY 3, -Tr <br />S-T A OF: 4U <br />SPECS. IF NOT, ill OPENING VARIES 2- ill 1-4- ,1 Z <br />to <br />DETAIL TO BE ... 'O'l <br />=2' =2' .......... <br />3" <br />4 <br />BUILT W/ STUCCO. <br />L I <br />%%% <br />EDGE OF ki <br />OPENING <br />rM <br />1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, Information and belief. <br />Cx the structural plans and specifications contained Wlhln these <br />4" lot, N 't, drawings comply with the 2020 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 />IJI 10.. Engineers signature and seal. <br />C'4 6" <br />21". <br />4 cD <br />W E <br />cS <br />UO U� <br />24"' <br />u u- L-L; <br />t 0 <br />A z Wo <br />13 <br />4 1 0: 0- �j <br />W 2 - o' < <br />3- <br />L W cp <br />-1 Z74 0 <br />C*4 co <br />LO z <br />C14 <br />5_4 L Z <br />IN <br />cy- <br />M <br />LO <br />r- 1-1/2" THICK 34" 0 <br />2"' <br />C:l 4 <br />1.0 <br />2'-4" <br />4" <br />51 7- E3 <br />2 V-5- <br />V-4" 3" <br />54" Co <br />M- '104 <br />00 <br />781 <br />VARI VARIES <br />r13 0 <br />411 V) <br />U) u <br />VARIES VARIES L Of <br />< 'N cb <br />4" <br />8" <br />z <br />al ;0 <br />4" KEYSTONE F1 1 KEYSTONE F1 I <br />r------- a) <br />13- <br />OPTIONAL OPTIONAL E '0 <br />0 <br />E u <br />w6 <br />;0 7-1 --&T <br />< <br />E z <br />ry w <br />4" tGARAGE DR. OPENING !WINDOWCOPENING 4" it <br />E I � � 20 <br />r2 <br />4 <br />U) <br />MIA <br />03 <br />z <br />2" 1 NOTE: <br />• INSTALL OVER STONE, TYP. <br />z <br />E IS <br />z <br />• FIN. TO HAVE TRADITIONAL 21) <br />VARIES CL <br />LOOK & SMOOTH FINISH W <br />* FOAM/ EPS MATERIAL IS <br />Me's <br />ACCEPTED C:) <br />0 <br />A <br />LZ NOTE: <br />* FIN. TO HAVE TRADITIONAL LOOK & V-6j" <br />SMOOTH FINISH 2 <br />4, 5j" V-11" 5j" <br />2" e FOAM/ EPS MATERIAL IS ACCEPTED (0 <br />T-8-- 7 <br />4" T-10" 4" <br />(D <br />10" 114 101, <br />C) <br />0 <br />0 <br />ZD C) <br />80 L (D <br />> <br />0 C) <br />04 2 <br />V. C <br />0 <br />EZ N, E <br />(13 T- 0) <br />04 LO <br />C14 TI— <br />CD LO <br />114 .1 C:) 00 Q <br />00 CID <br />C) 0 <br />co 0 <br />C\I z <br />o? M <br />z z E C) <br />E <br />0 <br />a. 0 <br />704 JOB NO: 21-2023' <br />SCALE AS NOTED <br />C-4 <br />J9 SHEEr NO. <br />f2" <br />GENERAL NOTES: <br />C-) <br />1.5 LBS DENSITY STYROFOAM <br />6 POLYCOAT (HARD COAT) F1 <br />6 ACRYLIC SAND FINISH <br />