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2" *NOTE: VARIES CAP CAP <br />1" RADIUS—; <br />CN4 FOAM TO BE USED <br />1/2" RADIUS (0 <br />ONLYWHEN (y) <br />2" REQUIRED BY 3 1/2" RADIUS - <br />COMMUNITY 4 "-5;4 <br />1 3/4" RADIUS <br />00 SPECS. IF NOT, <br />DETAIL TO BE 1" 2". OPENING VARIES 2" <br />BUILTW/STUCCO. 1/2" RADIUS Ln <br />4" C3 <br />1 q [ VARIES JIN LU <br />EDGE OF 1. _j <br />OPENING VARIES V-4" ZZ) <br />r- CY) 10 i!Z 9 <br />C.J C-i <br />C'S C14 <br />CN <br />221" VARIES <br />CL <br />2 VARIES -M CN <br />ZN 11-01, <br />—104 <br />:t -T (D <br />1 1/2" RADIUS — <br />.1 S C_ <br />CL) 0 -= <br />41" 2" Cj t, <br />4" 2 _zt: Sit <br />4" 2 1/2" RADIUS <br />1 3 <br />34" 4" <br />lur), a) <br />W. <br />—IN Ij <br />co <br />31" 31" <br />VARIES 2 2 2 4 <br />3" BASE BASE <br />2 J2 <br />43,,/ 31, V-8" <br />4 <br />C'.) <br />C14 <br />4" <br />CD <br />2 <br />*NOTE: VARIES 8- 2" <br />FOAM TO BE USED 19 <br />3" ONLY WHEN V-16" <br />4" <br />3 <br />4 1/2' W <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, OPENING VARIES IS, 1-4" <br />DETAIL TO BE —2 <br />BUILT W/ STUCCO. <br />EDGE OF 44� <br />OPENING <br />To the best of the Engineers knowledge, information and belief, <br />1-1/2" THICK 1-1/2" THICK <br />the structural plans and specifications contained within these <br />101, drawings comply with the 2020 Florida Building Code - <br />4" Residential 7th Edition. Engineer's signature and sea[ is only for <br />the tructural engineering portions of the drawing pages bearing <br />11.0 <br />CN 101, 6" Engineers signature and seal. <br />IWO (N <br />ge, U) <br />g <br />W <br />214 <br />E <br />CD Cl) <br />V) C� C,) <br />Q <br />0 .0 w <br />LI) <br />2 21 <br />4 <br />_W <br />iogy C: -j iu� Lu <br />C.0 <br />CU LL EL <br />in- g <br />1", 20 - <br />3l :15 <br />4 6" (1) U) IL 0 <br />Lid 'I <br />W 1:0 Lu <br />�2 1'. Z2 2- <br />0 <br />cc) Z <br />C=) > % < <br />< <br />z 0 U) <br />W <br />00 <br />1-1/2" THICK 2 <br />L0 <br />C14 21' <br />4 7�1 <br />LID <br />LID <br />74" < <br />_10l <br />4" <br />Cr 13 <br />V-5" 51' 7" 1 <br />2 <br />5il V4 3 V) <br />4 (v <br />Q 4-1 <br />co <br />C14 <br />VARI VARIES <br />4 Lu 8 <br />-3 01- " <br />LO U0 <br />t2 <br />U) <br />to L C) 6 <br />C=) <br />J) 122" 1 oig <br />LLJ E <br />C14 <br />o <br />LO VARIES VARIES U) <br />0 <br />Ln N - <br />C=) <br />LO <br />LID 4" 8" <br />2 Cl> 2 z <br />U �2 < <br />44" <br />4� <br />00 <br />6" 4" KEYSTONE F1 I U_ <br />3 <br />.2 <br />KEYSTONE Fl 1 <br />z6 <br />V) r --------- c6 E <br />C14 I IN OPTIONAL OPTIONAL <br />19 obri, <br />00 IN <br />0, <br />8D E <br />CD <br />CO z <br />441" (D �0 z <br />< <br />t <br />4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" M < <br />CID 10 <br />1, <br />0, <br />NOTE: M <br />4 10. <br />INSTALL OVER STONE, TYP. z <br />< 0 <br />04 FIN. TO HAVE TRADITIONAL C0 <br />CD VARIES <br />LOOK & SMOOTH FINISH C> <br />CX3 <br />W <br />0- FOAM/ EPS MATERIAL IS <br />E JI 01 <br />F2 ACCEPTED <br />-OR8�: <br />E NOTE: <br />0 <br />9 FIN. TO HAVE TRADITIONAL LOOK & 2'- 1 l'-4" <br />SMOOTH FINISH V-63" <br />5 5ill <br />646 4 14, 2 1 <br />2" e FOAM/ EPS MATERIAL IS ACCEPTED 4 2 4 <br />9 LO <br /><� T-8" 7" <br />LO <br />4" T-10" 4 (D <br />ll-4" 101, <br />101, <br />C) <br />LZ cli CD <br />(.0 0 <br />00 - Cr 0 <br />T_ <br />C) 19 U) CN <br />cli Cn L0 <br />0 <br />U_ <br />0 <br />U-) cc CY) <br />C14 <br />00 CD LO <br />CN LO 19t N <br />0*4 <br />(.0 <br />C14 2:1 0 <br />E <br />C:) <br />o? ca <br />z E C13 <br />E <br />Co 0 a) <br />LO a_ _j _j <br />701, JOB NO 3-06135 <br />2 <br />SCALE AS NOTED <br />SHEET NO. <br />GENERAL NOTES: <br />............ ......... 0 1.5 LBS DENSITY STYROFOAM <br />0 POLYCOAT (HARD COAT) <br />0 ACRYLIC SAND FINISH <br />1 11 1 1 1 1 [111 1 1 1 1 1 1 11 ­, T.- -i - —. -------- Tr_ I I __( ill � --Ii I I I 1_1 I T r , I I - - I I — — <br />