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Lkllll�IYle 1. - -- 1 - 00 I sf- ca I d- I d- I FOUNDATION PLAN an'—n" 30'-O" 1O'-O" 3'-11/2" 8' 7'-0" 8' 4'-51/2" 8° 10'-2" 8" L, 2'-7" 9'-0" '-0 24"x24 A2" CONC. FTG. w/ VERIFY M.O. VERIFY M.O. #4 BARS 6" O.C. EA WAY -_- 1 _-_ ------ F r----------- --------- ------------------ ------------------ ---------------------- --------------------------------- ; w/ OPT. ---T-- SCREEN o a ENCLOSURE ; • I F01 S1.0 F01 ._. F11 ; � S1.0 , • S1.0 1 1 co N 1'-2 1 /2" ; 1 I ' ' 6'-8" 2'-111/2• 1 `ID ' N VERIFY M.O. I CJ ; • • • • ----------- I I i 1 L---------------------------- I I 1 e CID I I I 1 I C) 1 I I 1 cJ • 3'-0 1/2" 1 1 F07 1 S1.0 I I I 1 I I 1 , , I 1 1 1 1 . 1 �1 Lo 1 , 1 , i ; I ' • 1 1 , 1 ' t ' 1 � 1 F26 CJ ' I S1.0 " ' ; b I 1 � , I , I 1 1 O 1 i ' ' ' I I 1 1 1 1 1 ' ' ' ' • 1 I 1 1 1 I 1 1 1 1 1 1 1 1 F01 ' ' ' ' ' ' ' ' CJ CJ ' _ F01 .. 1 1 1 1 ' ' ' REFER TO ARCHITECTURE FOR F08 • 1 ACTUAL WALL LOCATION S1.0 ' • I 1 1 I I � 1 r---------------------------------- ----- - ----- '---------- --- - -, --------- I CJ ' SLOPE STARTS I 1 HERE 1 1 1 I I 1 ; I I I 1 1 1 1 1 I 1 1 20'-1 ° 1 _ FO8 I 1 ' I • I ' ' 1 v s o 1 73, , S1.0 I I I ' CJ '� I 1 F04OF1 o I 1 I � � ' • I I 1 ' 1 000 I N 1 1 I 1 1 1 I F07 s1.0 1 1 I ' � I • CJ F04 S1.0 ; 5 RIFY N M.O. M ' 51 '-4 3' • ; CJ ; F01 S1.0 • 1 ' EF01 1 ' � � 1 1 • 1 ; 1 F0� s, 1 • • :- W 'd- J • `---r- -------------------------- ; --------------' • ^' • • • • • VERIFY M.O. I ' 1 , I ' I 1 � I I I 1 , I I •.. ... VERIFY M.O. 1'-9" �8` 16'-8" [8- 1'-9" 4'-3" 2'-111/2" 8' It 7'-0" 8" 2'-111/2" 21'-6" It 14'-3" 6 ::g o Wl co I cio 00 I LEGEND SYMBOLS 0 8x8 FILLED CELL W/ 15 REBAR • 2 8x8 FILLED CELL W/ (2)#'5 REBAR 0 INSIDE FACE 0 8x8 FILLED CELL W/ NO REBAR REQUIRED <0 45' CMU - FILL CELLS W/ 15 REBAR an 12xl2 FILLED CELL W/ (4)-15 REBAR ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS Y RELATIVE TO FINISH FLOOR DATUM = 0'-0` DETAIL INDICATOR XX FLOOR SLAB NOTES: 3 1/2' Z500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6' AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 'L' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, WITH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 Cl THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/22/20 DATE�ottlillil/l t i 00 r STATE OF �fV ?'5 cl- O CV RE a 0 U 0 /C 00 45 0 VJ � O A� J.J O� � U M 0 bb r-4 cz N � ArPulteGroup- in N v 0 b'� 00 w plc O N C/� O as A U PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHO NU ER 2811.500 SHEET sil