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U') <br />L0 <br />L0 <br />U') <br />C� <br />C <br />1 <br />5�- <br />F3 <br />'Z <br />L0 <br />00 <br />C�l <br />PI) <br />Lf) <br />LO <br />C) <br />LO <br />L0 <br />4-� <br />C-1 <br />CD <br />5-1 <br />FL <br />E <br />�2— <br />.CD <br />.2 <br />15 <br />LZ <br />15 <br />(53 <br />2" <br />2" <br />2" <br />C14 <br />00 <br />co <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />11-2- <br />DETAIL TO BE 1" 2". OPENING VARIES 12� <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />11-101, <br />- <br />04 <br />CAP <br />1" RADIUS-,--� I <br />1/2" RI <br />1/2" RADIUS <br />3 1/2" RADIUS - <br />V-54' <br />3/4" RADIUS 4 4' <br />1/2" RADIUS <br />111- 4" VARIES <br />VARIES <br />C�r <br />Av <br />CAP <br />CN.. <br />(.0 <br />V.4" <br />Cl) <br />C14 <br />221. <br />---1 �, u 6 2' <br />1 1/2" RADIUS <br />VARIES <br />VARIES <br />14 <br />V-0.1 <br />4" <br />all <br />34"' 4 <br />4 <br />*34) <br />4" 41" <br />2 <br />l. <br />3" <br />104 <br />3'. <br />_)-4 <br />2" <br />c�qEc;,;` <br />VARIES 2 <br />1. "'/ 2 <br />2 <br />31" 11.1 31" <br />2 <br />1111, <br />U <br />2 1/2" RADIUS <br />BASE <br />LO <br />BASE <br />all <br />4 <br />4" <br />jil <br />2 <br />*NOTE: <br />VARIES <br />8" 2" <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />OPENING VARIES <br />2� <br />EDGE OF <br />OPENING <br />V-6" <br />L ill 1-4 <br />ki <br />ill <br />1-1/2" THICK <br />1-1/2" THICK <br />4" 10.1 <br />v <br />i<- <br />2 21, <br />44 " <br />101, 6" <br />C14 <br />(.0 <br />L4— <br />4 <br />—217 <br />-- <br />04 <br />3- <br />L2 <br />6" <br />2" <br />U) <br />LLJ <br />U) <br />LLJ <br />1-1/2" THICK <br />3�" <br />211 <br />52 <br />2'-4- <br />V-5 521" <br />11-10.1 <br />7" 4" <br />60 lcj <br />EO <br />51" <br />4 <br />L <br />3n <br />3" <br />�f4 <br />2 <br />9 <br />VARI <br />VARI <br />CID <br />L iCIT LJ <br />122" 1 <br />VARIES <br />VARIES L <br />4" <br />&4 <br />00 <br />Wei <br />KEYSTONE F1 1 <br />OPTIONAL <br />fGAGE DR <br />4 GARAGE DR. OPENING 4' <br />00 <br />;0 <br />KEYSTONE F1 I <br />KEYSTONLE 11 r <br />OPTIONAL <br />L3- <br />�3- 41 4 WINDOW OPENING 4' <br />NOTE: <br />e INSTALL OVER STONE, TYP. <br />a FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />e FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />6" 4" <br />I <br />VARI <br />2" <br />f2" <br />EO <br />NOTE: <br />e FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />a FOAM/ EPS MATERIAL IS ACCEPTED <br />T-8" <br />4" T-O" 4" <br />101, V-4- 101, <br />4 1-63 <br />l. 4 L4, <br />N <br />2 <br />5� <br />4 <br />5T' <br />6 <br />7" <br />1-4- <br />04 <br />co <br />-1 <br />N <br />7011 <br />L <br />2 <br />GENERAL NOTES: <br />Eli <br />CD <br />6 1.5 LBS DENSITY STYROFOAM <br />0 POLYCOAT (HARD COAT) <br />a ACRYLIC SAND FINISH <br />Zl- LLI <br />cc C—� <br />= C4 <br />LL- >< <br />C= <br />to C-4 <br />C-4 <br />E <br />co <br />E <br />C14 <br />C14 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residents[ <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />E <br />C-1 <br />IN, 6 a., <br />0 <br />q <br />C-4 0' <br />z <br />02 <br />W <br />1- 0 <br />x <br />III <br />z <br />IL <br />T M <br />0 <br />Cl) Z <br />a <br />C"! <br />Id C,15 00 <br />z <br />U (D <br />< <br />cl- <br />u- <br />4-J <br />U) <br />L.0 <br />= E <br />2 8 <br />U) <br />W) 0 <br />CD <br />Cl> <br />Cl> <br />U- <br />gE <br />Z< <br />E <br />go <br />ra <br />::> E <br />< <br />00 <br />0% <br />�O <br />a , <br />Wz <br />C/> M <br />z <br />M0 <br />0 <br />.2 <br />0 <br />�z <br />MW <br />z <br />< <br />0 <br />Z <br />z <br />< <br />cl� <br />zi < <br />0 <br />C:) <br />La <br />LO <br />LO <br />0 <br />co ce) <br />:3 <br />C%4 <br />cle) <br />CD <br />Cr <br />0 <br />U) -0 <br />M <br />LO <br />C-4 <br />Cc 0 <br />C) <br />Lo <br />00 <br />U- C%j <br />LO C14 <br />01) <br />LO <br />00 <br />(L) <br />E <br />2:1 <br />04 <br />to <br />ce) <br />0 <br />(a <br />z <br />E CNr- <br />9? <br />CC <br />< <br />JOB <br />NO: <br />23-00516 <br />SCALE : <br />AS NOTED_ <br />SHEET NO. <br />F1 <br />