HomeMy WebLinkAboutFiberglass PoolsI
THIS PROJECT IS DESIGNED AND SPAT I-,9 Q!'!ITTO COMPLY WITHTHE Sth EDITION OFTHE FLOflf_
BUILDING CODE AND 5th EDITION FBC RESI-
DENTIAL, R45(P1.1 -ALL ELECTRICAL" F i IN COMPLIANCE WITH THE 2011 EDITION OF I ELECTRICAL CODE AND ALL APPLICA-
BLE LOCAL CODES. -ALL PLUMBING''_- IN COMPLIANCE WITH THE 5th EDITION OFTHE., iJMBING CODE THE CONTRACTOR
SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES. THE STRUCTURAL CALCULATION SHALL ADHERE TOTHE 5th EDITION OF
THE FLORIDA BUILDING CODE.
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MQ Professional EngineerAddress Premium Fiberglass Pools, LLC _Site.Address: .
Charles R. Adams & Associates, Inc. 1s 610145th Street N HERNANDEZ RESIDENCE y
820 E.10th Ave. m Saint Petersburg, FL 33714 8000 PENNY LANE m
New Smyrna Beach, FL 32169 727-573-9611 FT PIERCE FL 34951
1
The Premium Leisure Poo! and Spa
TOTAL FIBERGLASS PRODUCES VARIOUS STYLES OF SVIMNING POOLS AND SPAS, THE
POOL NAME
OVERALL POOL DfNINSIONS DEPTH AND CAPACITIES ARE SHOWN IN. TABLE I.
MEASUREMENTS ARE MADE TO THE OUTSIDE EDGE AND MAY VARY UP TO 3
RFACIE
SIZE GALLONS PEA AREA
X
DEPTH
1ME w
ATLANTIC
15' x 33'
14,B00
a9
400
3' to 6' to 3'
2.000
BELLE ISLE
Is' x 37'
20.000
98
488
3'-5' to W-2'
2,100
BISCAYNE - SPA
8' QCTACON
475
25
40
36'
245
OORAL SPRINGS
10' x 20'
3,750
48
151
3' to W
980
CYPRESS - SPA
6' OCTAGON
400
20
34
32'
200
DAYTONA
7'-6' x 14'
1.200
37
BO
3'-11'
340
E. 5T - SPA
7'-IQ- ROUND
525
22
38
43'
275
F • 11
1 W x 40'
19.620
111
840
3'-6' to 7'-11'
2.442
aNN7AST
12' x 24'
6,000
60
218
3'-8' to 5'
1.210
EME1Cg0
12' x 25'
6,000
69
230
3'-7' to 5'-7'
1.200
MWATI{ON
12' x 25'-7'
9.000
69
238
3'-4' to 6'
1,400
MIAMI
14' x 28'
10.000
70
303
3'-6' to W-10'
1,370
MYSTIC - SPA
6' OCTAGON
500
21
34
38"
225
THE ORLANDO
14' x 30'
12.000
BB
312
W-6' to 8'
11600
PALM HARBOR
11' x 20'
4.000
58
171
W-5' to 5'
965
RMERA
11'-10' x 25'-g'
8,100
65
225
4'-0'
1,400
ROYAL PAIN
14.' x 31'
12.800
a2
372
W-8' to B'
1.879
SANIBEL
8'-0' x 14'
2.100
42
87
4'
684
SEABRING
15' x 34'
13.200
83
408
3'-5' to 6'-6'
2.000
TAL AHASSEE
14' x 30'
12,5DO
76
318
W-8' to 6'-8'
1.600
THE VENICE
a, x 10'
2.500
36
e0
_ 3'-3-
525
CORAL SPRINGS - DISPLAY 10' x 20' 3.750 48 151 22" 980
KEY LARGO 14' x 31' 13,000 88 395 3'-5' to 6 1,672
12' x 28' %Boo
' 1
'- WIDTH - 'VI'
RESIDENCE
o ^POOL �117112,
i
% Of In=■
i WHEN 'W'IS LESS THAN
"0 -'H' THERE MAY BE
i INCREASED PRESSURE ON
+ i THE POOL WALLS.
i CONTACT ENGINEER OF
RECORD.
Q GLE Og REPOSE
N.T.S.
74 295 4'-B' 1,400
SCREEN ENCLOSURE
(BY OTHERS).
NOM. 4' CONCRETE
BECK/ FIBERM£SH
OR 6, "/IOWWN
B'x12' MONO FOOTING
W/ 1) /5 BAR CONT.,
,114 BAR CONT., OR
3 BAR CONT.
FOOTING FOR SCREEN ENCL.
N. s.
ENGINEERING REPORT ON Premium Leisure POOL
MARCH 21. 2005
THIS REPORT DEALS PRIMARILY WITH THE STRENGTH AND CHARACTERISTICS OF THE
FIBERGLASS POLYESTER HATERIAL USED IN THE CONSTRUCTION OF THE TOTAL FGRGLS
POOLS. THESE POOLS ARC 1441I6FACTUREO BY THE FIRM TOTAL FIBERGLASS POOLS INC.
THE ABILITY OF THE POOL STRUCTURE TO CARRY THE LOADS IMPOSED ON IT (WHICH
ARE PRIMARIL Y STATIC LOADS, DUE TO WATER PRESSURE, GROUP/D SETTINGS AND
DYNAMIC LOADS DUE TO EARTHOUAKES) DEPENDS ON THE STRENGTH AND ENERGY
ABSORPTION OUALITI£S FOR THE FIBERGLASS REINFORCED PLASTIC MATERIAL
COMPOSED OF ISOPHTHALIC RESIN, VINYL ESTER RESIN, FIBERGLASS AND CERAMIC,
TO ASCERTAIN THE MECHANICAL BEHAVIOR OF THE ABOVE MATERIAL, TENSILE AND
FLEXURE SPECIMENS WERE MADE FROM MATERIALS REMOVED FROM THE WALLS OF
EXISTING POOLS. ALL OF THESE SPECIMENS WERE TESTED AT STRUCTURAL
COMPOSITES INC. THE TESTS WERE COP/DUCTED IN ACCORDANCE VITH ASTN D-63B-91-
FOP 'TENSILE PROPERTIES OF PLASTICS- AND ASTN D - 790-92 FOR FLEXURAL
PROPERTIES OF UNREINFORCED AND REINFORCED PLASTICS AND ELECTRICAL
INSULATING MATERIALS.
FROM THE LOAD TESTS IN TENSION AND FLEXURE, THE FOLLOWING MECHANICAL
PROPERTIES WERE EVALUATED,
(1) TENSILE STRENGTH.
(2) FLEXURAL STRENGTH.
THE AVERAGE VALUE OF THESE PROPERTIES APPEAR AS FOLLOWS,
ASTAI D 639 TENSILE STREI/GTH = 19,555 PSI, TENSILE MODULUS = L053 AIPSI
ASTH D 790 TENSILE STRENGTH = 29,377 PSI, TENSILE MODULUS = a9369 MPSI
THE FIBER REINFORCED PLASTIC IS STRONG, TOUGH AND RESILIENT MATERIAL.
COMPARED TO GUNITE, THIS MATERIAL IS STRONGER UNDER TENSILE AND FLEXURAL
LOADINGS.
IN CONCLUSION, TOTAL FIBERGLASS POOLS, WHEN PROERLY INSTALLED IN COMPACTED
GROUND AGAINST A COMPACTED SAND CUSHION (COMPACTED BY VETTING) CAN SAFELY
CARRY THE LOADS DUE TO VATER PRESSURE AND GROUND MOVEMENT
O E i
_NOTES
1. PROVIDE MAIN DRAINS V/ANIT-VORTEX COVER.
Z Q ,
2. PROVIDE SKIMMER
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3. AS A SAFETY PRECAUTION, VALVE RAIN DRAIN ONLY.
F
4. PROVIDE AIR RELIEF VALVE AND PRESSURE GAUGE AT FILTER.
0 .
5. ELECTRICAL CONNECTIONS AND BONDING SHALL BE IN ACORDANCf WITH
LU N I
2011 NATIONAL ELECTRICAL COD£.
r W I
6. SLOPE DECK AT 1/4' PER FOOT AWAY FROM POOL.
1I1 j
7. FENCES, BARRIERS AND OTHER SAFETY REQUIREMENTS TO BE AS REOUIRCD BY
1
PC 50 EOIT/0N FLORIDA RESIDENTIAL BUILDING CODE, SECTION R4501.1
a. REMOVE ALL ORGANIC/ UNSUITABLC SOILS TO PROVIDE ADEOUATE
I
BEARING, PROVIDE 6' MIN COMPACTED SAND SURFACES PER DETAIL.
3 ,
9. THIS BRAVING IS PREPARED TO SHOW GENERAL INFORMATION
U
REGARDING POOL GEOMETRY AND DIMENSIONS. THE ENGINEER SHALL
NOT BE RESPONSIBLE FOR MANUFACTURING VARIANCE AVR THE
INSTALLATION ON A SPECIFIC SITE WITHOUT KNOVL£DGE AND IN
VESTIOATION BY THE ENGINEER.
...I .
10. A SITE PLAN SHALL ACCOMPANY THIS DRAWING AND SHALL SPECIFY SETBACKS
0_ I
BARRIER TYPE AND DECK SPECIFICATIONS INCLUDING DRAINAGE.
11. ALL POOLS ARE TYPE 'o, AID DIVING - FLOOR SLOPES ARE CONSTANT.
(NO SCOPE BREAK EXCEPT AS SHOWN)
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12. STEPS TO HAVE 10' MIN TREAD, 12' MAX. RISER.
Z
13. THE POOL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL CONFORM
L_U
VITHTHE FOLLOVING REOUIRENENTS,
-rl
ANSI/NSPI3-99FORPERHAACNTL YINSTALL£DRfSIDENTIAL SPAS.
ANSI/NSP15-03STANBARDSFORRfS1D£NTAIL INGROUND SVIMNING
TA O 1
POGLS2011NATION4L ELECTRICAL CUZ&R4501.1
(ANSI/APSP7)FOR£NTRAPHENT A VOIDAIKE.
U.1 I- I
03 Y
14. PLAN DIMENSIONS ARE TO OUTSIDE EDGE OF POOL COPING. COPING
1
VLDTH IS 6' TYPICAL, VA TERLINE DNENSIONS ARE, THEREFORE, 12'
<
LESS IRAN PLAN DIMENSIONS
'
15. POOL PLANS ARE DESIGNED TO NE£T TH£ 2015 FLORIDA BUILDING CODE
p
- RESIDENTIAL - CHAPTER 41 SVIMNING POOLS - SECTION R4501.1
V
16. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS MUST BE INSTALLED
IN ACCDRDANCC WITH ANSI/APSP 7.
17. MAIN SUCTION OUTLET VELOCITY SHALL BE DESIC41ED IN ACCORDANCE WITH
� ,
ANT/APSP 7.
,
19. SUCTION OUTLET COVERS/GRATES SHALL BE TESTED AND LISTED BY A
NATIONALOt Y RECOGNIZED TESTING LABDRATORY AS CONFORMING TO THE HOST
RECENT EDIT/O!! OF D TO ANSI AlIZIA8HAIR AND INCLUDE A CONTRACTOR
Y NARAtD ` ,• �\/'� �1J���1 z'�/� i
FLOW RATING TESTED TO PREVENT HAIR fHTRAPN£N7. CONTRACTOR TO V • �./ 0 �q z
PROVIDE COVER/GRATES SPECIFICATIONS. � v • _
19. PIPE SIZING A/ID HYDRAULIC VELOCITY CALUCAL T/NOS WERE NOT V7 '� LL1 O •
PERFORMED BY THC ENGINEER OF RECORD, A1ID WERE PROVIDED BY THE C
CONTRACTOR. • a
20. THIS BRAVING TO BE USED IN CONJOICTID/I VITH TOTAL FIBERGLASS • d' U0 Q
SPECIFICATIONS AND INSTALLATION REGU/RENENTS • ..1 W
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THIS PROJECT IS DESIGNED AND SY,'"
DENTIAL, R4501.7 -ALL ELECTRICAU t
COMPLY WITH THE Sth EDITION OF THE FLORI B'y"!-- NG CODE AND 5th EDITION FBC RESI-
IN COMPLIANCE WITHTHE 2011 EDITION OF TH'jELECTRiCAL CODE AND ALL APPLICA-
SLC LOCAL CCDES. -ALL PLUMBING' t
.e
E IN COMPLIANCE WITH THE Sth.EDITION.OFT}iENG.CODE.=THE_CONTRACTOR
,ALL
SHALL BE RESPONSIBLE FOR COMPC-rv6 -,...'ALL
APPLICABLE CODES.
THE STRUCTURAL
CALU -Na,I
ADHERETO THE
Sth EDITION OF
THE FLORIDA BUILDING CODE
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Professional Engineer Address: 0 Premium Fiberglass Pools, LLC Site Address:
Charles R Adams & Associates, Inc. y 610145th Street N HERNANDEZ RESIDENCE y
I Saint Petersburg, FL 33714 8000 PENNY LANE
820 E.10th Ave. m 727-573-9611 m
New Smyrna Beach, FL 32169 FT PIERCE FL 34951