Laserfiche WebLink
c <br />I <br />a <br />3 <br />a <br />\ <br />0 <br />0 <br />U <br />0 <br />N <br />CD <br />CN <br />LrT <br />0 <br />w <br />0 <br />a- <br />n <br />q/� 13'-O <br />F031J '-0" 12'-0" <br />S1.0 24"x24"x12" CONC FTG w/ #4 <br />I REBAR @ 6" O.C. EA WAY <br />40A" <br />270u <br />2'-3 1 /2" 8" 7'-0" <br />8" <br />4' -7n 8" <br />7)-0" <br />8n3'-5 1 /2" F12 <br />S1.0 <br />VERIFY M.O. VERIFY M.O. <br />oo <br />: <br />� <br />—� <br />_ F11 <br />-� S1.0 0 <br />VARIES <br />0'-0" F07 <br />F01 <br />-- <br />J <br />w/OPT. SCREEN <br />S1.0 <br />S1.0 <br />0 <br />ENCLOSUREA _ <br />• <br />1'-5 1 /2" `n <br />8 1 /2" <br />10'-2" <br />8' <br />SOLID POUR, <br />! <br />i <br />SOLID POUR N <br />N \ <br />� <br />VERIFY <br />S. C. <br />in <br />Imp <br />mininv, <br />• <br />F01 <br />I <br />00 <br />1 <br />S1.0 <br />3'-0 1 /2" <br />g° <br />• <br />e <br />• <br />� <br />I <br />II <br />- <br />O <br />� <br />Ln-51 <br />I <br />2 : <br />co <br />I <br />lO <br />7 <br />e <br />� <br />0'-0n <br />• <br />e <br />• <br />S.C. <br />F26 <br />81.0 <br />I <br />I <br />I <br />• <br />� <br />I <br />S. C. <br />0 <br />co <br />REFER <br />TO ARCHITECTURE FOR <br />co <br />C <br />ACTUAL <br />WALL LOCATION F08 <br />Ln <br />z <br />o <br />S1.0 <br />Of <br />• <br />REFER TO ARCHITECTURE FOR <br />— <br />• <br />— <br />IC:) <br />I <br />ACTUAL <br />ACTUAL WALL LOCATION <br />VARIES <br />_ <br />F <br />I <br />S. C. <br />N <br />N <br />I <br />FSTART SLOPE — <br />HERE M <br />I <br />REFETO D L FOR <br />RENTRY ECONDITION <br />• <br />FLUSH <br />• <br />20'-9" <br />d- <br />Ln <br />F08 - <br />VARIES <br />S1.0 <br />z <br />00 <br />S. C. <br />S. C. <br />• <br />or <br />I <br />w� <br />�- <br />• <br />Ln <br />coF04 <br />I <br />F07 <br />o <br />S1.0 <br />S1.0 <br />• <br />SOLID POUR <br />SOLID POUR <br />• <br />e <br />S.C. = <br />S. C. <br />• <br />• <br />7 1/2" <br />7 1/2Ln <br />• <br />C' <br />i <br />VERIFY <br />_ <br />a, <br />F06 <br />r' <br />I <br />o <br />M.O. _ <br />L'i• <br />F04 <br />Ln <br />S1.0 <br />cm <br />F01 <br />F01 I <br />o <br />- - <br />�* <br />S1.0 <br />Ivo <br />S1.0 <br />• <br />�- <br />L <br />N <br />J <br />'a- <br />o VERIFY <br />M.O. <br />o <br />in <br />N <br />• <br />]Mimi• <br />VERIFY M.O. <br />2'-10" 8" 7'-0" <br />14'-0" <br />FOUNDATION FLAK <br />1'-8 1 /2" <br />2'-10" 8" 16'-8" <br />4'-7" 21'-5" <br />40'-0" <br />1'-8 1 /2" <br />LEGEND SYMBOLS <br />0 8x8 FILLED CELL W/ #5 REBAR <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W/ 15 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />E ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />DETAIL INDICATOR <br />M <br />FLOOR SLAB NOTES: <br />3 1/2° 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6° <br />AND TAPED OVER CLEAN COMPACTED SOIL <br />SLAB REINFORCEMENT <br />FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT <br />REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN °L' SHAPED SLAB. <br />REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36" (914mm) <br />LONG, PLACED DIAGONALLY TO THE CORNER, 12° (305mm) APART, WITH <br />THE FIRST BAR PLACED 2° (51mm) FROM THE CORNER. ALL <br />REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE <br />CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE <br />CONCRETE PLACEMENT. <br />PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />cl- <br />CD <br />CV <br />O <br />C'4 <br />c� <br />cl- <br />0 <br />c-3 <br />0 <br />00 <br />O <br />0O <br />O <br />� <br />O <br />W <br />d1 <br />U`Y' <br />rr <br />c� <br />03 <br />�-I <br />Tej <br />o <br />� <br />0 <br />bA <br />r..r <br />cz <br />N <br />� <br />Al <br />puIte Ggr . <br />PRODUCT MANAGER <br />I RELEASE I <br />DATE: xx /xx /xxxx <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Siri le Famil <br />El THOMAS A. WEBER, PE <br />Lj <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />Pulte <br />10/9/20 <br />DATE tlillt r <br />PLAN NAME <br />` ��'•',, •F'•. <br />Cedar <br />NPC CHILD NUMBER <br />No. 86 <br />2810.500 <br />Af IZ <br />SHEET <br />'TAT <br />QRio'Ile <br />S1.1.�����e <br />ti <br />�fji jaNA1. <br />��� <br />