HomeMy WebLinkAboutNeal Lot 101 Foundation Plan for Survey 1
0 6x6 - IOXIO WWF PLAN REV EW REVISIONS
W OR FIBER MES
CON 6x6 - IOx10 WWF (X GONG. a"
SLAB OR FIBER MESH w SLAB
`r }}J _ �/ARiEs
--- = GRADE
O — 2-#5 2 5
14'-I 15/8" 23'-0 3/8" BAR 8�� �-4�� g BARS BARS -
I ' MASTER FLAN REVISION
24"X24'XI.6" DEEP I'-4" 2-p"
GONG. FTG. W/ 3 #5 A DETAIL B DETAIL G DETAIL
I'-o" EAGH WAY I'-o" I I -24-21
N 6x6 - IOxIO WWF
GONCn OR FIBER MES
I _ - f'-O" SLOPE
G
4'-8" 5'-211 6'-10" 7'-p" SLAB Q 50ANG.
--
I GRADE
G c! 1 2-#5 9 MIN 2-#5— = GRADE r '
I I G BARS - BELOW BARS - "Q`'
811 I'-4" I,-q." ram, 1,.� � � CO■ ■ ■ ■
I - - - - — — - - - - - - - - - D DETAIL F DETAIL
!E] I At
■ ■ ■ I - (3A
i N \
r �
- - - - - -I I H15 �' q
`0 GONG. I-#5
RECESS SLAB J - 4'-2" 3'-I I/ "
tV _ 5LA BAR GONG. BAR �N
I FOR S.G.D. I 5/8" - 5LA W "�I
I m 411QzI-8" o �a
I LAV p dJ }
d G DETAIL H DETAIL
. I cw
I � m ■ 1 i � � � �
I INDICATES G.M.U. GELL FILLED
W/ GONGRETE AND (1) #5 VERT.z- I I = 5 1/2" (FRAME)� REBAR GONT. FROM FOOTING75/8" (BLOCK) -TO TIE BEAM (TYPIGAL)- ill GONG. ; QGONG. 2-#5 GONG.WGail
5 L AB SLA BAR 5L <
I/ " 7 5/8" - Q
■ I 3 1/2" FOR L I 2-#5 -
I 10'-7 5/811 3 1/211 SHOWER � I V-4" BARS 41'-411 8"
DETAIL - 5.60_ K DETAIL HI DETAIL
I 51 NK W/ I I I 1 I
■ LO
I DISP. I I ■ r
GON a1, a„ N SHOWER SL NG. N
I II O O I O SLAB VARIES
CON
RECESS
A I _�p ■ II I _cm _ _ _m SLAB -- -. _ =AT WALL GII _ CW w w
p GRADEREFERENG Jn c �S co LLRES - F
FINISH FLOOR - :L_ _1 4e _ cQ
BARS M p 00
N
DETAIL p _j _ oN
- Iz C)o (.0I -4 -- m T L DETAIL DETAIL _j
tV A I VN BAJc .JV(ZJ IZ9 OOcS "� I _ O O pC W 1-
I I 1'J09 .11M (Si Vt0 ,Ha3M S158I9 I O `� `4 z O Q Cc cm U
A3VO ABIAAAB A09AV PIPE SLEEVE (DIA. W W
I LARGER THAN PIPING u z
TRUTG.
Q3TA�AT _)A MA3T H LAR F ) N O
11I9 VG4�JJ Q3TJ9MOJ I ■ n =
■
I - 3" MIN. FTG.PER M a w
I DEPTH �j
O W' HI I 3"MIN. _ DETAIL
3 I-
m MIN.-
NOTE: ALL FOOTING5 DE5IGNED —(
I m I I ■ FOR 2,500 PSF 501L BEARING FOOTING Ii�2" V.T.R.
L CAPACITY REBAR JI
TRANSITION
/// sHWR � PIPE THRu � PRO ECT
H ' I HI ® M PF FTG. DETAIL j�2" V.T.R.
SINK
d I i WC ' �I NO. 7-015-101
GONG. / A/C CHASE LAY N „ , �� I -
p� 1 DATE DRAWN 9-28-21
r S �I I I �%/} ® 3 V.T.R. Il� � I
A/G PAD I UNDER SLABAL 3" V.T.R. DRAWN BY MCA
—_-— — D I ATONAL
CAYMAN 1733 B3
211
OND ,_2 2 1 2, I -5 2 6� D I STANCE ( i 1 211 i \` WASHER
■ I I I
I p 7 5/8'� I LAY I j 3„ LIVING 763 SQFT
o I o I DIMENSION FROM , 12"
I I r INSIDE CORNER I I LAV
D I r 2 / 1'
3° V.T.i s GARAG 7 SQFT'OF FORM�ORDS
r rA I I I
AG
LANAI 50 SQFT
I
I I I ( AE - 5/bl `�� 'ri 211 W.G. LAiV I GLEAN ENTRY 38 SQFT
■ I I G I I .e�y. E3 V I —6 ( TUB 1 „ 1 ✓" 1 3„ " OUT
1i�� // // I 2 I N.C. I 3 MAIN TOTAL 238 SQFT
= SLOPE DOWN I" F I r � A I LJ = YJ 8 -rl 211
II
dJ I dJ AT GAR. DOOR I
O I 1 I m I I �' DIMENSIONS ,ARE SHWR j TO SEWER MICHAEL C. ANDER50N CUBIC VOLU E OF
I 2 OR 5EPTIG TANK CONDITION D SPACE _
Un v r I ROUNDED TO THE TUB/
I— — — — — — — — — — — --� — — — — — — — J CLO5E5T INCH sHWR. 5GHEMATI G FLUME31 N( RI 5ER 14,104 CUBI FEET
■ ■ ■ ■ ■ ■ ■ ■
SHE T
3'--�" 5'-2" 3'-," FOUNDAT I ON PLAN MICHAELC. ANDERSON, ARGHITEGT OF RECORD
20" 16'-O" 20" FL. LIG. AR0017305
I/4" = I'-O"6'-4" 12'-41, 1020 SW PROVINGETOWN LANE, PORT 5T. LUGIE, FL 34953 ■
M2)41&-2118
3&-O" PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (`7TH EDITION)l FL. LIG. ARO017305