HomeMy WebLinkAboutPOOL PLAN NOTESYZ"O x 2"
-- — BOLTS-&-WASHERS-
(TYP. 5 PLACES)
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BRACE
NOTE: INTERNAL PANEL BRACING OMITTED FOR CLARITY
STANDARD BRACE AND PANEL ASSEMBLY
NOT TO SCALE
TALL PANEL
GENERAL NOTES:
1. All design, detailing, fabricating & construction shall conform to
the followingsades & s ecifications:
ALUMINUM COPING 4" TO 6" CONIC. a. Structural Design complies with The Florida Building Cade 6 Edition (2017) Residential.
3'-0" OVERDIG DECK REINFOR=CE
The International Residential Building Code (2015).
TO LOCAL CODb. International Swimming Pool &Spa Code (ISPSC) 2015
�•�_ c. All pools_ are A.P.S.P. ANSI/APSP/ICC-5 2011) Type 2
pools comply with APSP/ICC-5, unless otherwise noted.d. American Society of Testing & Materials (ASTM) specifications
BENCHMARK \�� 42" PANELQVertical dimensions on all pools are from polymer wall heights.
---3. T oo_
l is designed to remain full_ of water at all times. The pool may be
- -- & 6' LENGTHS - - .••-: - ..-.— - - - - -- -_ -- amaged-'W1-iert=
d if the water�evetis alldwed ro o e poo
O O appreciable draw down is noticed or if it becomes necessary to drain the
VINYL LINER O' ./�\�j� BACKFILL USE NO EXPANSIVE pool, contact Hydra Pools, of it's agent immediately for instructions.
OQ '• ��\�\ MATERIAL Temporary shoring of the pool panels is highly recommended.
POLYMER PANEL Q \ \ 4. Finished decks &/or grades shall be constructed in accordance
O O //�� POLYMER BRACE with the pool manufactures guidelines & be sloped away from the
3�' x 2" O ' . pool copings at a rate not less than 1/4" per linear foot.
BOLTS &WASHERS O • ' j�\j� UNDISTURBED EARTH
���� EXCAVATION NOTES:
REBAR USE
O
AROUND ENTIRE
Q
PERIMETER %\\j 1. Surrounding land elevation to be 6" lower than top of pool.
2. Allowed 2�-0" all around pool for working area in excavation. All
2" VERMICULITE O' O O' / voids under panels to be filled & compacted in 6" to 8" layers.
OR APPROVED POOL BASE
MATERIAL aKz
' �X��X X ���K, CONC. BOND BEAM 3. At no time should compacted backfill exceed water level or
8" MINIMUM vice versa more than 12".
4. Use non -expansive material for backfill (no organic materials or top soil).
FOUNDATION NOTES:
1. Footing design based on 1.500 PSF soil bearing capacity (minimum).
TYPICAL SECTION 2. Neither Carl E. Thompson, Jr., P.E., nor Hydra Pools, shall be
NOT TO SCALE responsible for local foundation design, as local conditions must
be investigated to determine proper soil bearing capacity.
MATERIAL SPECIFICATIONS: f`•aCyt� NED
Pool Liner: 20 MIL PVC Vinyl Liner ) �%I y
Pool Panels: Polystyrene PS 331
Pool Braces: Polypropylene Lucie County
Concrete: f'c=2.500 PSI ® 28 days
Reinforcing Steel: ASTM-A615-GR 60
Vermiculite: Light Weight Aggregate Concrete =75 PCF
Conforming to ACI 60A & ACI 318-08
This Drawing is valid only for owner installation address listed below, and is null and void unless sealed, signed and dated by
C.E.T.. Use of this drawing without the express written consent of C.E.T. and Hydra Pools, Div PI Inc is strictly prohibited.
WALL PANEL RA PO LS
543 South Main Street, Sweetwater, TN 37874
PANELS MUST TOUCH e, •O�P ���
•' •••.• 42" Polymer Pool Wall - Pinnacle 200 Series
♦♦ � �% _ E F : _ Homeowner/Installation Address: Mark Hillabrandt, 306 Deerwood Lane, Port Pierce, FL 34947
WALL PANEL
%"0 x Ur
BOLTS & WASHERS
(TYPICAL) 45' CORNER SECTION
TYPICAL (90') CORNER ASSEMBLY W/ 24" RADIUS, 2'x2' PANEL
NOT TO SCALE
BRACE
TYPICAL 45') CORNER ASSEMBLY
NOT TO SCALE
'No.36539 i
= * ; * ; * DRAWN BY: 1D.��D«a
a i//,� ?� DATE: August 3, 2018
as
'• STA OF : ��► HYDRA: 36263
40,�F'•.;°�OR,pQ'.� s���♦ SCALE: 3/8'=1'—O"
i'•"•'•''•'' CARL E. THOMPSON, JR., P.E.
#INAL�Its Serving The Industry Since 1984 PROJ.# 076818
Phone: (423)781-7336 Fax: (423)781-7337 DWG.# EB-7472
Email:carl@tesengrs.com Website:tesengrs,com
CARL E. THOMPSON, JR., P.E. P.O. Box 1500, Englewood, TN 37329 SHEET# 1 of 1