00-0400-008 1
M,
4" CONCRETE SLAB
ON GRADE, REINFORCE
WITH 6"X6'N#1010 WIRE +
MESH
PAVER DEC, FIN 15H l
(BY OTHERS) 8,X THICKENED POOL - - - ----
SLAB L AATER l ✓LI-F-T_ -C- -A T a
BULLNOSE COPING 1 5 AR COT i/" ,��z'Y�' ' �t� . •.
r .
WATERLINE _O„ �O„ _6„ -TOrz OF FUvL �+IALL ELE J�.TIG, \
6 GLAZED - -BOTTOM SLAB ELEVATIONS J ,�LJ
_ •°
_77 _ - -
WATERL NE 0 o COUNTY FLOOD CRITERIA O' POOL DATA
TILE
RETURN FITTINGS—� COMPACTED DEDUCT BOTTOM SLAB 2:2"1' .• 1 4q2 5F
INSTALLED 12" TO - WELL FILL - p ELEVATION COL AREA
24" BELOW WATER =1 BY G.G. O - - SLIP-RESISTANT
in CONTRASTING 4.�3' *2 a8' LF
POOL UPLIFT FORGE V� L PERIMETER METER
LEVEL NOTE: m O TILE NOSINCG ON 16,605 GAL.
MAR ITE WALL 7 FLOOR AND WALLS LEADING EDGE DEDUCT 2.00' ALLOWED FOR (,) 2,00 OOL VOLUME 3.6 1 HR
SHALL BE p USE OF 2 HYDROSTATIC
POO TURNOVER RATE
L
AND FL
FOR SHOTCR-TE - PRESSURE RELIEF VALVE (-2.00' 2
SUR
_ RESULTANT UPLIFT FORGE
- 7
CENTER STEEL IN
_ — FLOOR $ WALL SLAB THICKNESS REQ'D = 6
TYP. POOL WALL SECTION 2 POOL STAIR DETAIL 3 POOL SWIMOUT DETAIL
P-4 ��2".�+_0• P-4 1/2"_1'_p" sP-� ��2".1_+O"
TOP OF
WATERLINE OF POOL POOl,�YAL
--BASE FLOOD
MAXIMUM SLOPE SHALL GRITERIA-
m NOT EXCEED I FOOT - O DAVE COUNTY '
VERTICAL I N l FEET u FLOOD MAP
HORIZONTAL t;O 13 3
WATER PROOF JUNCTION 12 VOLT TRANS- 2P, 20A
BOX. FORMER BOX ANTI-VORTEX M.D. 3#12-I/2"G M
METAL A55EMBLY ?V I P, 15A
EARTH, PIPE SUPPORT LEG MOUNT TO UNI- 26,_0 HYDROSTATIC VALVE 4_0 F-
DRIVEN INTO STABILE STRUT FRAME EL. + 2.2�'
I" L 1 GHT CONDUIT - EX 15T.
CONNECTED OXITH ALL WNMIITR BOVEEE&RADE SV1/IMMING P®OL TIMER 0 fA � 200 AMP. � `
CONDUIT ONLY ISA GFI POOL '
LONGITUDINAL PROFILE DETAIL 20A RECPT. PANEL
N.T.S. 5W '
TO SUB-PANEL '
N
I" PVC COND. o * '
14/5 5J T-1"G '
I I/2" WASTE LINE TO INTEGRAL W/
LAWN IN ACCORDANCE FILTER F I XTURE
gt ROVEV TO GENERAL NOTE 18 PUMP POOL
FIGHT INS.CORD
TIMER ON 5P-I MOTOR LIGHT
0
I I/2 H.P.
CND. LUG IN NICHE POOL PUMP \
NO- O NITH � S�IGGH 3M SILICON POTTING , \ ` - PO L3FILTERTIN POOL ELECTRICAL SCHEMATIC 1,
�5IpGOWITHTTREGPALPAAGABLE �. �. � AIR RELIEF VALVE
AND ` ) iAlcli TA�1j. NSULATED WIRE ¢�
j WRAP Z G I N I NE
GT ON SURCDECK, �./ \ L
O NPG+�EER GROUND ANCHORED Q9� q ��%
CHLORINATOR
B�,gS OUND yy�� RE G Q�
ANCHORED TO WA�L STEL Qp�'
4 WET NICHE LIGHT DETAIL
5P-4 N.T.S. QOO�
POOL FILTRATION 001 BERh1ARD 5A11VE, P.E.
PROPE5510NAL REG, No.15544
STRZTURAL ENGINEER
eC
SYSTEM EQUIPMENT SCHEMATIC KEHLER EN6INEERI"6 A550G, "C,
OF MIAMI, INC. 4910 5h."72ND AYE, MIAMI, FLORIDA
N.T.S. r3E bb"-8975
>7E, . OF PRQf{. ;iLG. `'- �r�0004694
LICENSED AND INSURED C.G.C. 0055634
9002 S.W. 40th STREET MIAMI, FL. 33166
TEL.305-226-7510 TELEFAX 305-226-2205
INce NOTICE TO BUILDER PROJECT NAME:
KEHLER ENGINEERING ASSOCIATES$ JOB No.
TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- DAtIS 4/8/20G
S O
�r NATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE � OI
o E N G I N E E R STANDARDS SET IN THE SOUTH FLORIDA BUILDING CODE. 1; b.
AQUATIC ENGINEERING STRUCTURAL ENGINEERING COST CONSULTING THE CONTRACTOR DIMENSIONS, sHALL BE RESPONSIBLE RIO vTO THE nRAUN DY RE
ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE RE51DENGE
0 �n�] 0 o p ER START OF THE WORK, AND NOTIFYING THE ENGINEER, AT 6CA{.E A5 NOTE
„ ^ Lzg l]� M VL❑ U MH, Z� �J [MHLJ[ nnm0Z2Z2_u 100 �L�O�OD�Q a�l��� ONCE, OF�ANY AND ALL ERRORS, DISCREPANCIES, '� 1 Cj�,
SUCCESSFUL OMISSIONS PERTAINING
L COMPLETION OF THE PROJECT INDICATED. DADE COUNTY, FLORIDA 6AMT 5HEET