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"8-,9 "0l_'� "Z-{t {{0-{tr {Al-{� "9-,9 <br />'O'w Uld3A 'O'w ,131d3A <br />„0l-,t <br />o <br />• e <br />A <br />•• <br />• <br />• <br />o 1 <br />-- ------------ -- --- <br />� o Y — <br />d O <br />--- - <br />------------ --------- ------ <br />•I <br />--- ------------------------------------ <br />------------- ------------- <br />----------- --- -- ---- <br />- <br />---------------- -- <br />I <br />Q <br />LL C� cc <br />LpL (q <br />p <br />LL N <br />W <br />N <br />O <br />U <br />EJZ._I <br />co <br />N_ O <br />_x -o <br />.j N (D <br />I <br />X C <br />O Z <br />N\ <br />W <br />I 3 <br />�. <br />Ofc <br />N <br />3 <br />I <br />J W <br />U-) I <br />Ur <br />7L4 <br />ac3 <br />CD <br />0 <br />r <br />W I <br />3dOlS °O <br />l�g�.1,_0° <br />it cD <br />r <br />o <br />co <br />dk <br />> <br />Z - <br />1.0-10 <br />LL <br />z l£- <br />SLOPE <br />o'_•l <br />CDo <br />19 <br />I- <br />� Q <br />W OJ <br />. <br />J <br />� <br />_ <br />I <br />O J <br />L.L V1 <br />UUj <br />Q <br />I <br />u- < <br />Z <br />^ <br />W <br />^ <br />00 <br />_ <br />N O <br />W <br />(n <br />Cn <br />------ -----------. -- -- __________ <br />O <br />_X _ <br />cn <br />. <br />. . <br />^ I <br />o <br />X <br />U <br />V) <br />D <br />O <br />1 <br />- <br />C <br />N Cn <br />CL <br />O J <br />- <br />Z <br />-,l v <br />3 <br />\Z <br />3 W <br />r o <br />oc- <br />"ti-,9 <br />"g ;� 0 {{ <br />1/4:1- <br />� <br />CD J <br />CD <br />z <br />Zz¢ Wo <br />CD <br />o <br />I <br />LL cn <br />�M <br />o <br />N -- <br />z <br />SLOPE <br />O <br />m Of <br />Z W J m <br />O <br />^ I <br />.I <br />( <br />. <br />W CDQ Cr <br />>< Z �t- <br />W J O � <br />o <br />I <br />I <br />. <br />o <br />'17 <br />0 <br />L.L <br />0 o <br />0- V) <br />- <br />O <br />U <br />U <br />U <br />U <br />1 <br />LL <br />i i <br />I <br />I <br />o <br />"Z/ l 9-,L <br />LLJ <br />i <br />N <br />p m <br />= Cr1 <br />o 0 <br />V- C/) <br />.. <br />N ,Ily_—III- <br />00 <br />�LOLO <br />N <br />W Z <br />I <br />_ <br />Cp <br />p p <br />Cn � <br />W O <br />o <br />rlj- <br />I I <br />0 <br />M <br />CV <br />--------------- --- <br />------- TNT --------------------- <br />------------------r------- <br />- • <br />------------------------------ <br />• • <br />•------- -- <br />-------- •-------------- <br />---- •--------- - <br />-� <br />- <br />AT ---------------------------76 <br />O'W A3Id3A 'O'w AJld3A <br />118-4� 11 "Z/18-,5 "0l-'£ <br />G� IJ <br />"0-,t9 <br />FOUNDATION PLAN <br />SCALE: 1 /4"=1'-O" <br />0 w ,13Id3A <br />{Al-{� 11 j-{q <br />""-lq -' J_'t <br />LEGEND SYMBOLS <br />❑• 8x8 FILLED CELL W/ #5 REBAR <br />F&F-21 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />EL ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0* <br />XX DETAIL INDICATOR <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 />w <br />� <br />`Q)cp <br />Mo <br />m <br />r--a <br />00 <br />-I-r <br />'d <br />n-1 <br />v <br />V <br />O <br />O <br />as <br />cf) <br />N <br />0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />REV DATE DES3PTR]N <br />C.O.A.# ARCHITECTURE: <br />--- <br />AA26002802 <br />C.O.A.# ENGINEERING; <br />PROJECT TYPE <br />29349 <br />Single Famfl <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />• BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />Pulte <br />12/15/20 <br />DATE <br />PLAN NAME <br />Spruce <br />NPC ILD NUMBER <br />°� <br />2116.501 <br />TATE ., <br />SHEET <br />R10- <br />�J��'Sis�ONAL <br />SIM <br />t1lIIt1 <br />