HomeMy WebLinkAboutAPPROVED 2124563 RICCIO 2320 OAK DR FT PIERCE FL (FINAL)(EFILE)(1)PAGE :
DESIGN DATE:
SCALE:
REVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:
NTS
DATE CA CERT. #30782This item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DATE
14161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comPOOL DECK TOPPING AIR SPACE 3/8" FIBERGLASS
SHELL
WATER
LEVEL
W/ 6X6X10 W.W.M.
COPPER #8 WIRE
16 TO 24" FROM WATERS
EDGE, 4 TO 6" DEEP AT PERIMETER
TIED TO WWM & POOL EQUIPMENT GROUND
BONDING GRID PERIMETER DECK AT POOLSIDE
2500 PSI CONCRETE
WATER
LEVEL
OPTIONAL BRICK/ PRECAST
AT POOLSIDE
2500 PSI CONCRETE
W/ 6X6X10 W.W.M.
BONDING GRID
BRICK / PRECAST
COPING
LATICRETE 300
OR EQUIVALENT
AIR SPACE
3/8" FIBERGLASS
SHELL 6-1/4"4"WATER
LEVEL
OPTIONAL CANTILEVER DECK
AT POOLSIDE
2500 PSI CONCRETE
BONDING GRID
(3' MIN. INTO DECK)
3/8" FIBERGLASS
SHELL 6-1/4"3'-1/2"AIR SPACE
SEE POOLSIDE
DETAILS
WILL COMPACTED
SAND UNDER STEP OR
SWIM-OUT SHELF
SAND
STEP / SWIMOUT DETAIL
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$16,163,,&&$16,163,,&&
$16,163,,&&$16,163,,&&
$16,163,,&&$16,$363,&&ADDITIONAL NOTES (CONT.):
6. STAPES SHALL BE PROVIDED AT THE SHALLOW END OF THE POOL.
7. LADDERS ARE TO BE PROVIDED IN POOLS WITH GREATER THAN 5' DEPTH
WITHOUT SWIM OUTS.
8. INSTALLATION VOLTAGE LIGHT PER NCE 2017, SECTION 680.
9.DIVING PLATFORMS OR DIVING BOARDS ARE NOT TO BE INSTALLED ON
POOL.
10. POOL SHALL NOT BE DRAINED WITHOUT CONSULTING POOL CONTRACTOR
OR ENGINEER.
11. ALL GLASS WITHIN 5' OF WATERS EDGE SHALL COMPLY BUILDING CODE
REQUIREMENT.
12. TWO SPEED OR VARIABLE SPEED PUMP IS REQUIRED TO MEET ANSI/APSP-15, 2010
-$.,'(6,*1 352-(&70$1$*(0(17RICCIO2320 OAK DR FTPIERCE FLPROJECT NO. 2124563 8
PAGE :
DESIGN DATE:
SCALE:
REVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:
NTS
DATE CA CERT. #30782This item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DATE
24161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.com-$.,'(6,*1 352-(&70$1$*(0(17RICCIO2320 OAK DR FTPIERCE FLPROJECT NO. 2124563 8
I
I I I
81t4" I hallow I 7'(Send
30'-5 13/16"
_;-:__ver Dig Loping . ,LWaterhne 7'-3 15/16" .__ 4'-2 7/16" -L------------------------I "
8'-3 3/4"
-
I/ I/
C')
� .,....� 6'-4 3/4" i------5'-8 5/16" � 0 .,....0
_ -=i:1 3'_l'� -4 3/8" 1/4" _::;-,__ 7 :-;-_, .,....
II I II I
/ I I I I
6'-11" 0: Base)I (Middle base) I I (Deep '7::!:!:
� • co �
I I l I II "'-I
,__ 11 II 1,------------------71
I !�<----9'-2 1/16"
\
4'
----+-1---------12'-�3/4" -------1-----9'-2 1/16" ----
4'-5 1/4" 4'-11 1/2" 5'-5 3/4"
1'-5 1/2" ----i--____...i-----6'-9 1/2" ----i----6'-9 1/2" ----+---6'-9 1/2" ----!----
C2J CT) G) 1--__________ 27'-10 1/4" Bed length plus over dig ----------------i ,__ ________________ 30'-5 3/4" ----------------�
Notes
I I I I I31-0 1/2" I j '
I end base) .,....N .,....M I
.,....
Coping: Approx. 11.75" (300mm)
Pool Depths
Grid 1: 4'
Grid 2: 4'-5 1/4"
Grid 3: 4'-11 1/2"
Grid 4: 5'-5 3/4"
Grid 5: 6'
(Base to top of coping)
-1-. -Add bed depth to these measurements for excavation depth
2.Add over dig to pool shell measurements
3.Bed to be a minimum of 3" to a maximum of 6"
4.All step measurements are from the base of the step to top of coping
5.All coping measurements are from outside radius of coping
28'‐0"12'‐0"7'‐6"7'‐6"8'‐0"3'‐0"23'‐0"23'‐0"4'‐0"
MIN.
9'‐0"
MIN.
1'‐0"
MIN.
HOUSE
50'‐0" MAX.
LOCATION PLAN
PAGE :
DESIGN DATE:
SCALE:
REVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:
NTS
DATE CA CERT. #30782This item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DATE
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