HomeMy WebLinkAbout157 Pine Isle Dr (5)Permit #
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Job Address: IJ" 1
Description of Work:
Historic District:
CITY OF SANFORD PERMff APPLICATION
V
Date: It I V -j Q�D
Permit Type: Building __V. Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pout
Electrical: New Service - # of AMPS
Addition/Alteration
Change of Set -vice Temporary Pole
Mechanical. Residential Non -Residential
Replacement
New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures
# of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets
Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial
Industrial
Total Square Footage:
Construction Type: # of Stories:
# of Dwelling Units:
Flood 'Lone: (FEMA form required for other than X)
Parcel #: _' O ~ ZC)" _�)O- 51 l
OC�)o 'wn
(Attach Proof of Ownership & Legal Description)
Owners Name &Adtlrvss: tPOMCAICAZ
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Contractor Name & Address:
State License Number:
Phone & Fax401 - G ` PA, )lJi0n.2t1'�14-WI-ontact lrer=su�i�Ql y�lilCLl'hone: L4. 6,1- za " ®
ct
Bonding Company: N� (fit
Address:
Mortgage Lender: C"T
Address:
Architccl/Engineer: C-
Phone: "' }
Address: a + Fax:P - �Dt� l
Application is hereby made to obtain a permit to do the work and installations as indicated. t certify tthr'at nowork o tmistallation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional perruits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the rcquhutuenls of Florida Lien Law, FS 713.
Signature of Owner/Agent t Date Signature of Coutractor/Agent Date
Print Owner/A)�pt'V Nthe ,� � �- Print Contractor/Agent's Name
Signature of N+y-State �'f �Iorida /� Date Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
Contractor/Agent is _ Personally Known to Nle or
Produced ID
APPLICATION APPROVED BY: Bld 1� L� Y ^ toning: H �' �` O`� Utilities: FD: RECEIVED V�� 101
(Initial & Date) (Initial & Date) (Initial & Date) APR (initial & Date)
)ry#��9 n t'
Special Conditions:M V S 1 Cor+p(i �y o -A! r lrfi%` S� <n?/n I � / � o� Sf} ��•�. 4(L f - A � �SJUJ -fe) 'Ic ry
fUa 1`«c 41
'0 v4s%am \�%ce` kok-%5 rot 0.s 5A1.jW4V% AU.il�) ZDori
Xa�lack3 as sa.qu�rs. arvious c`rW X1.4\1 rlo�
19CO4 >�txx' meg`' ~"^ �et,x` W rryG��s,
-- - -40'
--- r--••• 30 ---
' I NOTES ENGINEERING REPORT ON THE VIKING FIBERGLASS POOL
September 18, 1995
-Swim Out Safety Ledge._/
15, ill 101,
This report deals primarily with the strength and characteristics of the fiberglass polyester material
1. PROVIDE MAIN 4 I 2. PROVIDE SKIMMER IN W/ANTI- /ORTEX COVER
used in the construction of the VikingPools. These pools are manufactured b the Firm
P y
6' I SPECIAL PURPOSE POOL VIKING POOLS S. E., INC.. OAK HILL, FLORIDA
__ 3. AS A SAFETY PRECAUTION, VA' ,VE MAIN DRAIN ONLY The ability of the pool structure to carry the loads imposed on i1 (which are primarily static loads,
Swin10UC Swim Out w 4. PROVIDE AIR RELIEF VALVE AT!D PRESSURE GAUGE AT FILTER due to water pressure, ground settling, and dynamic loads due to earthquakes) depends on the strength
.II ,
/ 1 O' 9" -- I 11' 10"--� 5. ELECTRICAL CONNECTIONS AND BONDING SHALL BE IN and energy absorption qualifies of the fiberglass reinforced plastic material composed of isophthafic
- i - zl DELRAY ACCORDANCE WITH N.E.C. 680 CURRENT EDITION resin, vinyl ester resin, fiberglass, and ceramic.
To ascertain the mechanical behavior of the above material, tensile and flexure specimens were
THE ORLAISD0
ISLAND BREZZE �- 6. SLOPE DECK AT'/," PER FOO d ,', yVAY FROM POOL made from materials removed from the walls of existing 7. FENCES, BARRIERS AND OTIJEF SAFETY REQUIREMENTS TO BE g pools• All of these specimens were tested at
Q Columbia Research and Testing, Healdsburg, California. The tests were conducted in accordance with
GULF COAST 37 25' 2" 0=6 AS REQUIRED BY FLORIDA BUIi,DING CODE ASTM D-638-91 for "Tensile P Properties of
Properties of Plastics" and ASTM D-790-92 for Flexural
- L - L '- 8. ALL POOLS ARE NON DIVING Unreinforced and Reinforced Plastics and Electrical Insulating Materials.
3'-6" T 31-6" 9. THIS DRAWING TO BE USED IN ':',ONJUNCTION WITH VIKING From the load tests In tension and flexure, the following mechanical properties were evaluated:
b' 4' 6" THE EDGEWATER (1) Tensile Strength.
T-1
It y 8' 2 1 /2" --T- POOLS SPECIFICATOINS AND INSTALLATION REQUIREMENTS
10. THIS DRAWING IS PREPARED TO SHOW GENERAL INFORMATION (2) Flexural Strength.
T REGARDING POOL GEOMETRY AND DIMENSIONS. THE ENGINEER The average value of these properties appear as follows:
• 1t SHALL NOT BE RESPONSIBLE FOR MANUFACTURING VARIANCE Tensile Strength (Ib�n.!): t 3,308
NOR THE INSTALLATION ON A SPECIFIC SITE WITHOUT Flexural Strength (IbAn.r): 41,976
_ �_ KNOWLEDGE AND INVESTIGATION BY THE ENGINEER. The liber reinforced plastic Is strong, tough and resilient material. Compared to gunite, this material
I 11. A SITE PLAN SHALL ACCOMPAN Y THIS DRAWING AND SHALL Is stronger under tensile and flexural loadings.
I• 3 In conclusion, the Vlking Pool, when property installed In compacted ground against a compacted
" SPECIFY SETBACKS, BARRIER TYPE AND DECK SPECIFICATONS send cushion (compacted by wetting) can safely carry the loads due to water pressure and ground
5;lfety Ledge � M S 12.11- i 4- 0 �'• INCLUDING DRAINAGE movement.
14'7- e°tt° 12. ALL POOLS ARE TYPE "O" FLOOR SLOPES ARE CONSTANT (NO
t r,S 7' 3" SLOPE BREAK EXCEPT AS SHO` N)
1 5 14. HANDRAL REQU1 13. STEPS TO HAVE IIRED OT ALLL FOOLS MAX.RISER
15' •
3ench Seat TEXTURED f 15. POOLS ARE IN COMPLAIANCE Vl/ITH FLORIDA BUILDING CODE _
BOTTOM SEC. 424.2 INSTALLATION
16. PLAN DIMENSIONS ARE TO OUTSIDE EDGE OF POOL COPING. The swimming pools consists of one-piece fiberglass construction shop-formed over a mold. The material is
MONTEREY COPING WIDTH IS 6" TYPICAL, X /ATERLINE DIMENSIONS ARE, fiberglass reinforced plastic,1/41nch thick, composed of Isophlhalic resin, vinyl ester resin, fiberglass and ceramic.
CAIUdTHE ATLAN FIC THEREFORE, 12" LESS THAN PL/ ,N DIMENSIONS. The surface finish is a gel coat. Viking Pools, Inc. produces various styles of swimming pools and spas, the overall
imensions, depths and capacities are shown in Table 1.
B AN � 2Tt0' - POOI P P
3
' , 3 _T The fiberglass has an average tensile strength of 13,308 psi, and an average flexural strength of 41,976 psi.
L DA17TONA The upper portion of the pools and spas Is constrained by a concrete bond beam.
Cc)6 I 1 6 3 6 Some pools and all spas can be placed nineteen-and-one-half (194:) inches above ground
5'10" I 5 L o P E _� . Vertical supports consisting of 1 Inch by I Ih inches wood member Integrated in the fiberglass reinforced
1' 12' 6" 12' 6"�- l' 6 r, o plastic application process at four feet six inch (4'6) intervals are required. The spas do not require the vertical
supports. These pools and spas do not require concrete or wood decking. Fig. 2.
" toT ppAll plumbing and electrical work must comply with the code currently in effect at the construction site.
"
3'_ (~ a The pool or spa excavation is to be performed to permit excavation profile to coincide to the contours of the
4?42" 20'0" - } M.o. m MAIN DRAIN LOCATIONS pool. The overexcavation is approximately 6Inches on the sides and 12 inches on the ends. At the deep end. me
width of the pool Is over excavated from 8 to 24 inches In order that the first portion of the backfill may be manually
20'• ALL MAIN DRAINS ARE TO BE LO( ATED AT THE adjusted for the initial 12 inches of backfill. The overexcavation of the bottom of the pool varies from approximately
DEEPEST POINT OF THE POOL. 3 to 6 Inches, depending on soil pool or spa is accomplished by spreading
Seriesn-LRS a layer of bedding and. Compactions of the sand layer is by means of manual tamper and water,
CYPRESS SETTING OF THE POOL
7%9v The pool is delivered to the pool site. A hydraulic crane is present to pick up the pool and lower it caretuly
PUMP AND FILTER into the excavation. Mini Is and as are usual) manhandled into lace.
X pM
1010, _ 1' p°° P y v
BOTTOM
TEXTURED 2" SC1440 LEVELLING THE POOL
g 00 I° p { �• II) �1 The qualified pool Installers then check the level of the pool and its fit with the excavation by walking around
tQ ( r 60 T TO►� VALVE on the inside of the pod feeling for any voids that might be present.
14' 14'
I'/2"SGH'10 The pool Is then lifted out of the excavation and set back as many times as necessary to achieve a perfect
,r,•'� �ENGH 20" MAx•
SKIMMEI fit. The perfect fit Is realized by using the following techniques, namely, raking the surface of the sand in order to
(WASTE TO IZ lr see where the pool Is touching after it is removed and also walking around on the Inside of the pool to detect low
DEtAw WA?ERLINti _ (ZYf 1[nl.)- spots. When the level of the pool is within one-half Inch, the selling r D15CN11�jE' OK GRouµD V g pr°cedure is complete.
- CLEARWA .SER CAPE CORAL -E- 0 MAIN DRAIN5 The filling of the pool with water and simultaneous sand backfill
---- I operations are Then commenced. The Barb
VIED TtoeTHER - 36" Is compacted with a tamper and water. Care should be exercised to Insure that the backfill level and water level
/ ►PART 11/2" �-VpENT p/LE are approximately the same throughout this procedure.
RO C KP ORT 8 1 2� -7 0 ATf'1o5PHeRE (3o'HAX. This I Is designed to be keptfull at alt times. The pool shell could be damaged If the water level Is allowed
3 0" 17/57_+VCE) to drop below the pool inlet. When appreciable raw- own is noticed, or if it becomes necessary to drain the pool,
31' -� SLOPE ' S'°' l THE VENICE ��`"` 9
9.5 � 1
contact VIKING POOLS, INC., or their agents for Instructions.
I 5l. o PE WHEN CONCRETE DECKS ARE POURED
10INLETS (2) MIN.
n.o. s L20ooanons _ � _-_ __ _ - r ---� Forms are now put up around the perimeter of the pool. Small sumps measuring 12' wide and 6' deep aro
)� dug under each chain along the sides of the pool. This will ensure a bonding or anchoring effect on the sides. Rebar
" 3
_ or wire mesh shall be used In the event of adobe soil.
74"
Concrete Is then poured coming up to approximatelyr/,' of the top of the coping with a slight tall away from
62
5311 42" Series PLUMBING SCHEMATIC the pool. See Fig. 1.Cantilever deck may also be used.
24'0" MYSTIC N.T.S.
I �
30 0" wR�c I PERIMETER
M11,0• POOL NAME SIZE GALLONS FEET DEPTH
12'0' f e0 3'- 0" Min. BAHAMAS "
J 1'- 6" Mln. 8 6 X 14 0 2,000 41 4.0
2" Tee CAPE CORAL 10'0" X 20' 3,750 48 3.0'-5.0'
PEO 1 ed CARIBBEAN 15'0" X 33" 15,000 82 3'-6'
14.0" XZ�) M ® (TYZ,) 21, ® Grates/with atchin, Ma n9Drain87 tSumps
-ISO
� O110 KEY WEST (Typical 2 Places) CLEARWATER 11'0" X 20' 4,000 �7 3.0'-5.0'
S C: 0 r r A 1, 1 1/2• A Secl:I"Relyk& Vent l e"etb Tabk
7 N -- - CYRPESS 6'6" OCTAGON 420 20 32"
SUN COA�1T 2„x 1 /: lee ° _ _
size underwater l cn¢th DAYTONA 7'6" X 14 1,200 37 3.5'
F/4uRE "¢ Maximum distance to 1 y=•• Vent Piping Ing 12 Ft. Max.DELRAY 1 1'10" X 25'2" 8,500 74 4.5'
_ zs'Y H9wD,¢q/L Vent Tee Connection - - -_
1 � '1/4 HP 19 Ft Max_
9.2 1 ---- - FREEPORT 12'X 25' 8,000 65 6.5'-5-5'
SANTA BARBARA 3'6" Maximum Underwater length
12N12Nr12.5 5.0• I 5L0PE to•® �( AnrCwoR ./ 2"Suction Piping IHP z4 Ft Max.
3•f- E5Ctl7Y.//Ci�w/ of vent piping to be as noted
�� t1U l•o• I sLort �l P P g GULF COAST 16'X 40' 28,000 110 3.6'-7.1 1'
�i I/2FIp 3I Ft Max.
1 -- - -
$ '*v 1 z 1� 41 Ft. Max. ISLAND BREEZE 12'0" X 37'0" 24,000 104 3.42'-8.175'
3'6- �M•0• STEPS' Vent to Atmosphere in a manner Notes:
6'6" I SLOPE 's~ 1 _ II - 1 - 10"MAX• ItISEt that the vent will not be blocked by 1. All suction piping to be 2" unless KEY WEST 12'0" X 25'0" 9,000 65 3.5'-6.0'
M-0• e L 1 �' 10"MIN•TRf.NO infestation debris build - u or noted on plan. " 1
t p, MONTEREY 14 0 X 28 10,000 69 3.5'-5.83'
i = microbiological contamination 2. All vent piping to be 1 S4".
w � 111=111 Label vent: " POOL SAFTY DEVICE - 3. Maximum release time - 3 seconds. MYSTIC 6'6" ROUND 280 19 38"
RiroP DO NOT HANDLE" ROCKPORT ITT" X 3I' 12,000 78 3.5'-6.0'
- r ^ - S hWtrwn Ih_Il
a Q -I Jll SANTA BARBARA 14'0" X 30' 12,500 75 3.5'-6.5'
SEA BREEZE II 15' X 34' 15,500 83 3.5'-6.5'
1 I KEs►oFj 1, _.. _
�_, APPROVED SWIMMING POOL, SPA AND WAD17IG POOL DUEL
- I 2 � '�''� � ~� MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT FOR SUN COAST 12'0° X 24' 6,000 60 3.5-5.0'
HANDRAIL DETAIL COMPLIANCE WITH 424.2.6.6 OF THE FLORIDA BUILDING THE ATLANTIC IS' X 33' 16,500 95 3'_6'
N.T.S. CODE. THE EDGEWATER 73 ROUND 650 22 42"
r+ ,
15' 13' 14' - $r» �' paot THE ORLANDO 14'X 30' 15,000 88 3.6'-6'
4.5 ATMOSPHERIC VENTING DETAIL THE VENICE 8' X 10' 1350 36
FREEP0R'T _ 3' 3'3"
~ \'' N.T.S.
1--- 25' SCREEN ENCL.
(BY I - dcoNG.DECkWO%T6H,tEbR-St%)
2' 6-10' 1O2' 3"SEA BREowM
HAYWARDPOOL PRODUCT161"C. S`P-6`07
-34'-- BAHAMAS /' oR rI6t=RMESH I
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•»••----••---••--.-•-.-- FlXTURE HOU31N(i
- -I INSTALLATION INSTRUCTIONS (PVC'•NlcHE)
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53 5 _ VIN)tJFIBERGLAS3
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+ „ ARE `3ciem, MFC fZ. a,ricoo� :/��N(1 f 1'. 'e0WOMINKI
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78 -T 40 ANGLE OF REP S 13 - Iz
O►� E DETAIL �o�,,,�
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41" 41" `i' kyl-#S corvT. ---__-
NO INCREASED PRESSURE ON THE POOL WALL � N"11 11'N,�A:I•'"NIIAbC+AM",
II* FROM CurAUJY �• ""!\M ,.q:1I1 ",
PLU M6 �TYt') f.�R/lK coPr�vG� „«ti , ." • "' « „
SCREEN FOOTING DETAIL
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e ' _
I CQN� i•c� /�1 N.T.S. rrxaaiAss
Il° FROM l"LUMB (ALL AROUND " a ,p " Pooh
4 CONCRETE •_ III��tI =- 11 FROM LUMg(T`IP) 4 CONCRETE WI """`-
Viking Pools Southeast, Inc.
' N - 3'0' w1 - -10/10 W.M. -,a•-
i'D•AAN. w(Gicb"-/rp WM � �N� w� A e - OK FI6ERMESH FA" PLATE r'"s'"xrs�""'-s� 155 Valencia Drive,
I siorc°t/..11 a OK F18ERMESH F ,5 STONE MAXIMUM Jill- I�?
_ ROPE 1/4.1• {' It* FItON sPAcrD1"rlroRseeuAwnacnewst Oak Hill, Florida 32759
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�IIIII__1111 AROtMD POOL OPTIONAL secullim seRrw seeURRRyCAOIPRfRp II ✓II- , 1/4- CALVAMZED n�w APPRox 6' WOOD DECK Na q.YPANNeAO NPA"ri {{{{llllOffff f.
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�v 8259 N. MILITARY TRAIL, SUITE 3 : : CNo. 35631
-.1rATerP7pDF lIrtU ASSEMe1Y ° I ° - Aa
6• - NArrrARD POOL PWMUCra,1110. PALM BEACH GARDENS, FL 33418
ntsou:: -SAND l• S,,,m ° PA. 561-630-8534 FAX 561-6.30.4570
TATE 0
10• roaSN1u ID_ rIBERGtASS - sANb 1rerAt.plrleenaassiANecwr-0tri ° ° � "0 :a
6• FIBER(,iASS POOL SHELL POOL S►Ktl a. nK AS%POOL SKLL e1ReltlMPO 1°r-ay.*IMNIW e$M Irue'ue°Acol C.O.A. No. 5725
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Mlle Oat• IIaI MM•MRrl ON ll•h'!C,
ewu°�nR¢N_+wom /: Rae>ta"n•h se.. Ir+. oo.ormoi` ° °. ,
yACED 1p• aKU.lANDF 'i
DECK SECTION TYP. BRICI: COPING DETAIL TYP. CONCRETE DECK SECTION TYP. ABOVE GROUND SECTION
TYP. CANTILEVER sf�'i,'��'R�I:'str�Clt3if P.E.
N.T.S.
N.T.S. N.T.S. N.T.S. N.T.S.T.S. a LIGHT DETAIL oArr� : � N. Flol•�Qa Certificate No. 35631
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WAR 18 2005