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VARIES CAP CAP <br />2" <br />111 2' *NOTE: Ill RADIUS —� N., <br />iv FOAM TO BE USED <br />ONLY WHEN 3 1/2" RADIUS - 1/2" RADIUS <br />REQUIRED BY 1 <br />COMMUNITY 3/4" RADIUS — <br />04 j 00 ■ ZD SPECS. IF NOT, 1" 2'. OPENING VARIES 21. crx�* <br />DETAIL TO BE <br />BUILT W/ STUCCO. 1/2" RADIUS — <br />1/2" , <br />C") <br />J� <br />04 EDGE OFAN 1tp^ <br />1"4- VARIES A-* <br />q q <br />OPENING VARIES V-4- <br />ED 21" VARIES <br />& . ) V-4- <br />I - , VARIES <br />CN mic, <br />1 1 /2" RADIUS 'TF <br />4- <br />2" <br />4" 44" 2 1/2" RADIUS <br />4 <br />■ <br />In l- Co <br />X4 -Cie L tD <br />VARIES N. <br />tD 1" BASE • BASE <br />SIN '3" <br />V <br />V-8•" <br />4- <br />-0. CN 04 <br />C14 <br />C:) <br />"NOTE: VARIES 8" 2' <br />FOAM TO BE USED t? <br />ONLY WHEN <br />3- REQUIRED By V-6- <br />COMMUNITY <br />4 C� <br />SPECS. IF NOT, 1^ OPENING VARIES ill 1'-4- <br />L <br />DETAIL TO BE =2 21� <br />BUILT W/ STUCCO. EDGE OF <br />OPENING 4 !—� <br />1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, InfbrTnadon and belief. <br />InC the structural plans and specifications contained within these <br />All <br />04 drawings comply with the 2017 Florida Building Code - <br />4" 10" Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />101, 6" Engineers signature and sea]._ <br />2 21' 0 <br />4 W <br />C� <br />ce) <br />p <br />-j <br />LL <br />ZD C., <br />N 113 0, <br />C'j 3 0'.0 <br />cc <br />6" Uj LU <br />2" 4n 11 1 d a� <br />z Co �; z 0 Ln <br />to M 0 m <br />Wd <br />4"' <br />, v -- <br />4' 0 <br />JLLJ <br />2 IL <br />1-1/2" THICK <br />211, <br />4 <br />2'-4" 11-101, <br />1'-5" -P. 4" Cx- <br />L 51" <br />4 5" 1'-4" 3" V) Cl <br />4 &j <br />;0 `IN 4-j LL <br />VARIES VARIES 0 LU <br />SIN <br />4z VARIES VARIES cMid <br />8' 4- <br />c'). <br />0 <br />;0 <br />6- 4" KEYSTONE F1 1 CD KEYSTONE F1 1 U- <br />--------- ce E 30 <br />A� 1&0 <br />wa <br />04 OPTIONAL OPTIONAL CL 0 <br />E 0 <br />§0 00 <br />5z 0 D , <br />00 0� 8z <br />1 J3" E Z <br />is to <br />JY4 C14 <br />C:' <br />4- GARAGE DR. OPENING z <br />+ 4- L3 4" WINDOW OPENING 4" 0 <br />CO C FF <br />H C .3 z 12� NOTE: <br />• INSTALL OVER STONE, TYP. Z <br />0 <br />1 82, Lz) <br />• FIN. TO HAVE TRADITIONAL 2 � z <br />VARIES <br />LOOK & SMOOTH FINISH <br />W <br />• FOAM/ EPS MATERIAL IS 1z <br />1< �� <br />ACCEPTED W;5 x <br />mi co 0 <br />0 <br />NOTE: Ll <br />e FIN. TO HAVE TRADITIONAL LOOK &14„ 2'-1" T-4" <br />SMOOTH FINISH <br />2 54" v-1j" 5j" <br />2- * FOAM/ EPS MATERIAL IS ACCEPTED 1 <br />T-8" <br />-4- T-O" 4" <br />111 10" 1--4" 10" <br />cc co <br />ZD <br />00 CD <br />04 <br />to CL co <br />04 Uj <br />Ill <br />N, <br />IA <br />04 <br />E z <br />MM m N <br />z E CIO <br />E <br />0 <br />704 JOB NO: 20-8080 <br />2 <br />KEYSTONE OPTIONAL <br />11: <br />'9'\ 4:A <br />3" <br />Y4 <br />v SCALE AS NOTED <br />GENERAL NOTES: SHEE7 NO. <br />0 1.5 LBS DENSITY STYROFOAM <br />0 POLYCOAT (HARD COAT) F1 <br />0 ACRYLIC SAND FINISH <br />