Laserfiche WebLink
3�„ <br />4 4 <br />MIS <br />:1 <br />4 <br />ec <br />*NOTE: VARIES <br />FOAM TO BE USED I I <br />ONLY WHEN <br />REQUIRED BY d <br />COMMUNITY <br />SPECS. IF NOT, 1" OPENING VARIES <br />DETAIL TO BE 2" 2" <br />BUILT W/ STUCCO, <br />EDGE OF <br />OPENING <br />2" 4" 3„ <br />N <br />1-1/2" THICK <br />I <br />I <br />ppCD <br />_ <br />I <br />VARIES <br />ER <br />*NOTE: <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 />VARIES <br />OPENING VARIES <br />— EDGE OF <br />OPENING — <br />T <br />VARIES 12 <br />f„ z z �„ <br />r <br />10" ,- 6" y _ <br />�I'I( ZV <br />�!j <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />T_g„ <br />0 2r <br />22 <br />E <br />1" RADIUS <br />3 1/2" RADIUS <br />3/4" RADIUS 4 <br />1/2" RADIUS <br />1" 4" <br />-I.. <br />1 1/2" RA <br />2 1/2" RA <br />112" RADIUS <br />1'-54" <br />VARIES <br />VARIES <br />VARIES <br />BASE <br />1-1/2" THICK <br />CAP <br />1,-4" <br />1-1/2" THICK <br />VARIES 11 <br />7 ------------% T <br />�11 4" WINDOW OPENING <br />NOTE: "— <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />0 ACRYLIC SAND FINISH <br /><®a <br />@� a <br />a <br />C >C <br />_ <br />-0 <br />> E <br />d u <br />3 a - <br />CO•> v a <br />i > G f� <br />C <br />O <br />G- =% <br />i <br />M <br />CV <br />O <br />co <br />O <br />o�41d°.''vFeps�;` <br />P <br />♦°°e <br />_L�I <br />ci <br />• <br />Cli <br />NO P Si' 6 r 7-1 <br />0 <br />. S T A v" �E L <br />° <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />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 />Engineers signature and seal. <br />9) <br />r O E <br />S N <br />N N <br />IMD •>LO <br />LL LJL <br />YI (n r` <br />LL W <br />QjMV <br />Q C -1 <br />ca �LL <br />0 <br />LL Y �j <br />Z ZO <br />Z Cc a <br />L V <br />O <br />O ❑ <br />co <br />y + <br />0:�•(6NG_D <br />O <br />07 � Q <br />W ��a'� <br />J Z <br />Z LO N Z <br />Cl) <br />ILn <br />IL <br />w <br />Q OU S <br />� N <br />VZ O U <br />U U) F <br />❑❑ <br />W <br />Z N M <br />p O <br />� <br />Z O QQN <br />Q <br />Q � <br />n <br />V Z .o <br />C.7 <br />0 <br />i-J cn <br />LU <br />O W o <br />N Ly N <br />(6 r U) <br />U c <br />„ <br />F- J o <br />all1 <br />p <br />I <br />zJ <br />L J <br />= L N <br />N <br />U o N <br />Q b 0 <br />N iT <br />O <br />J <br />W <br />W <br />CO <br />M <br />C7 <br />w ¢ <br />p <br />z <br />Q <br />`L <br />_1 <br />L.L.z0 <br />p <br />ZN <br />z© <br />Q <br />E U <br />o <br />z' <br />oa <br />H (O <br />Mc <br />-o <br />o <br />o <br />o¢ <br />az <br />°r <br />rZ <br />t <br />wo <br />�W <br />@ <br />Qo <br />Y <br />m� <br />0 <br />O z <br />m N <br />J <br />g <br /><w <br />>W <br />z z <br />8< <br />go <br />can 3 <br />T <br /><o <br />a <br />N W <br />m <br />oLL <br />r� <br />r3 <br />J <br />M <br />_ <br />W F <br />CIO <br />a 0 <br />v <br />zic <br />3 <br />InLO <br />LO <br />ui <br />m,--•. <br />Q <br />0 <br />W <br />co <br />j O <br />(N <br />O <br />}, <br />Cfl <br />u 1 <br />r <br />U <br />QI <br />Q N <br />o <br />O <br />.U- <br />N <br />IO <br />r <br />M <br />r <br />E <br />c }�/� M <br />00 <br />o <br />Z <br />co <br />z <br />� iri <br />E N <br />`m <br />ca <br />E a <br />c <br />a- <br />U -j Q p <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEEP NO. <br />F1 <br />