Laserfiche WebLink
Ul <br />v <br />`m <br />-°v <br />Q <br />O <br />00 <br />L0 <br />I <br />rn- <br />S <br />J <br />m <br />00 <br />N <br />_ <br />v <br />O <br />J <br />0 <br />rn <br />L0 <br />I <br />rn <br />a <br />v <br />v <br />c <br />3 <br />N <br />Cd <br />C <br />�C <br />G <br />0 <br />S <br />v <br />N <br />i <br />In <br />U <br />v <br />0 <br />U <br />N <br />O <br />d <br />c <br />0 <br />v <br />O <br />rn <br />0 <br />M <br />OD <br />0 <br />O <br />D_ <br />C� <br />N <br />n <br />ai <br />M <br />rm <br />0 <br />.N <br />2" <br />i" <br />iv <br />2" <br />N <br />0 <br />1" <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />I <br />2" 2 <br />2 <br />1'-10" <br />� <br />°'1 <br />11" <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />3/4" RADIUS a 1-54' <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />T <br />�� <br />c l<F <br />Mla rIN <br />CAP <br />iv <br />iD <br />1" 1" <br />1'-0" <br />1-4„ <br />El <br />0 <br />iv <br />21" <br />---1 z <br />1 1/2" RADIUS <br />VARIES <br />VARIES <br />-IN <br />4 <br />3 4 <br />coil <br />- <br />� HIV <br />cTv i " i <br />MN <br />r ppN <br />3 <br />*'IN <br />v - <br />L() <br />VARIES <br />,,, <br />z <br />11" <br />,,, <br />z <br />e <br />Ch <br />32' i 1" 3z' <br />1" <br />2 1/2" RADIUS <br />BASE <br />in �- <br />- <br />CD <br />iv <br />BASE <br />4 <br />rN 1 <br />'� <br />*NOTE: <br />VARIES <br />8" 2" <br />3 <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, i" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />OPENING VARIES <br />2" 2" <br />EDGE OF <br />OPENING <br />2 <br />�N <br />1'-6" <br />i" 1'-4"Ll <br />1" <br />co <br />� <br />• <br />ro <br />1-1/2" THICK <br />1-1/2" THICK <br />0 <br />`~ <br />4" 10" <br />21„ <br />4 <br />, <br />O) <br />T <br />10" 6" L _ <br />�L <br />81 NCO <br />IN r <br />a' <br />2' <br />N <br />2„ 4„ 3n <br />6" <br />2„ 2„ <br />N <br />cn <br />W <br />�M <br />24„ <br />1-1/2" THICK <br />32' <br />SIN <br />M <br />2'-4" <br />00 IN <br />Ih� <br />i , 4„ 3„ <br />N <br />ar <br />(D <br />rM <br />54 , <br />3 <br />a„ 1" <br />12' <br />o <br />VARIES <br />41 <br />VARIES <br />1" <br />2 <br />U) <br />t <br />N <br />22 , <br />VARIES <br />VARIES <br />3 <br />Iz <br />r_________ <br />Cl i iN <br />pp <br />CD j CD <br />�a <br />�1' �ry <br />6" 4" <br />KEYSTONE F11 d <br />OPTIONAL <br />4" GARAGE DR. OPENING 4" <br />KEYSTONE F11 00 <br />OPTIONAL <br />„ <br />3 a 4" WINDOW OPENING 4" a' <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />VARIES <br />2" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />• FOAM SMOOTH <br />MATERIAL IS ACCEPTED <br />i1.a, 1 6a is <br />iz" <br />54" <br />2'-1" <br />1'-11" 54" <br />"v <br />3,_8„ <br />4" T-0" 4" <br />101, 1'-4" 10" <br />r O <br />- <br />(00 <br />7" <br />iv <br />- <br />fV <br />04 <br />1 " <br />- <br />i�l <br />i <br />iV <br />o?o <br />sr" <br />1" <br />i„ <br />R" 70 <br />T <br />d. <br />i1„ <br />z <br />fV� <br />- <br />1'-1" 1" <br />GENERAL NOTES: <br />Bid <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />I I <br />a <br />L� <br />M <br />N <br />MO <br />Cl <br />7 V <br />z <br />z Cl <br />J M <br />d O <br />M <br />N a <br />� <br />v — <br />f6 w o <br />o <br />w F <br />to c E <br />U `o <br />rn <br />,- E <br />Rai w <br />° I zl-. <br />= L N <br />C) o N <br />c d <br />®Q <br />¢ o <br />N � <br />Z <br />rx� <br />v� o cti a <br />'W"W a <br />Z o-N <br />� <br />.c`O.. <br />N C N g <br />V N M E rn..°33 Q <br />Z <br />W N a M <br />❑❑ <br />O <br />O <br />N <br />M <br />O <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />ti <br />o <br />Cp <br />� <br />M <br />w <br />o <br />ZwZ <br />ILL. <br />wo <br />>m <br />Q 0 <br />O <br />CO <br />O� E <br />o¢ <br />¢z <br />a, <br />wz <br />- ro <br />_ <br />z <br />U <br />hm <br />O <br />LL <br />z FF <br />z <br />Qi <br />Q W <br />U) <br />o� <br />ao <br />Q <br />U <br />o <br />w¢ <br />>O <br />C:) <br />V <br />OR <br />a <br />�U3 <br />= 0 <br />E2 <br />>M <br />^L, <br />W <br />O <br />O <br />�\ <br />0 <br />co <br />O U <br />M0 <br />3: <br />00 <br />(U <br />o <br />T <br />._ o <br />T <br />LO <br />N <br />co <br />� <br />T <br />o <br />M <br />7 CD N <br />Z <br />O N <br />E <br />f0 <br />c <br />d <br />U J Q 0 <br />J <br />JOB <br />NO: 19-5890 <br />SCALE : AS NOTED <br />SHEET NO. <br />F 1 <br />