HomeMy WebLinkAbout40626-Z vat FDzK�oGy Town of Southold 9/1/2017
3 P.O.Box 1179
0
53095 Main Rd
?l 0� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39188 Date: 9/1/2017
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 1495 Founders Path, Southold
SCTM#: 473889 Sec/Block/Lot: 64.4-16
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/8/2016 pursuant to which Building Permit No. 40626 dated 4/15/2016
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
accessory in ground swimming pool fenced to code as applied for.
The certificate is issued to Arcieri,Richard&Joyce
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 626 8/23/2017
PLUMBERS CERTIFICATION DATED
A h ed Signature
stK TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 40626 Date: 4/15/2016
Permission is hereby granted to:
Arcieri, Richard
409 Sagamore Ave
East Williston, NY 11595
To: construct accessory in-ground swimming pool as applied for.
At premises located at:
1495 Founders Path, Southold
SCTM #473889
Sec/Block/Lot# 64.-4-16
Pursuant to application dated 4/8/2016 and approved by the Building Inspector.
To expire on 10/15/2017.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO - SWIMMING POOL $50.00
Total: $300.00
uilding Inspec r
Foi m No. 6
TO\VN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN 14ALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from'Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from-plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant_
C. Fees
1. Certificate.of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
iming
Swmpool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy 6f'Certiftcafe of Ocdupancy-X2-5"'
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. 1_/ gal(ep
`aaL�A
New Construction: ` Old or Pre-existing Building: (check one)
Location of Property: M1W*1 H�L�
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section z�,y Block. Lot //SO
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant: c�✓�f/
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
-- ---- ----. _ -..- ---------- - - - - �;�p...._..----------_._.._------ __..-------- _-_------------------------- ._._. ..---- -- - --- ------------------
Fee Submitted: $ ) r
r
Applicant Signature
OF SOU��®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road CO- Fax(631)765-9502
P.O.Box 1179 @
Southold,NY 11971-0959 .co �O roper.richert(cD-town.southold.ny.us
couffm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Richard Arcieri
Address: 1495 Founders Path city:Southold st: New York zip: 11971
Building Permit#: 40626 & 40642 Section: 64 Block: 4 Lot: 16
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: JES Electric License No: 4483-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Ij Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment- "Hot Tub" BP#40642 - GFCI Protected Power to Manufactured Hot Tub.
Notes: "Inground Swimming Pool" BP# 40626 - To Include; Bonding, Salt Generator,
2- Low Voltage Pool Lights, Gas Pool Heater.
Inspector Signature: Date: August 23, 2017
0-Cert Electrical Compliance Form.)ls
OVt ��OF SO(/lyo
N O
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] I SULAT
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: @ " -9 v /�C/ �/�S PrG�ti`o�✓ It','
geA� 6
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i71 v l�vPA
om
To C:qn .era L fA.&)v(,6-
DATE
,6DATE Lei INSPECTOR
FIELD 3S�SPE�' SON-mpORT AATE COiv1 ,NTS
FOUND4:=(1ST) ' �j
.. ...T .-1-6.T.........Y.
CA
FOURM4TION(Z-b)
p
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ROUGH FRAI`IQ&
PLUMTN'G
B �-- .' •
I $UL,ATION PER N.Y.
STATE ENERGY GORE
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4,sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 / Survey
SoutholdTown.NorthFork.net PERMIT NO. le le -Z—,- Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20/ 1,., Single&Separate
` 'F� Stone-Water Assessment Form
Contact:
Approved 4b6 ,2011�— Mail to:
Disapproved a/c
Phone:
Expiration 1685--,20
—1-7
DRIEECIESIVIE B ' din Spector
APR - 8 2016
DLICATION FOR BUILDING PERMIT
Date 46 , 20
BUILDING DEM INSTRUCTIONS
TOWN OF SOUTHOLD
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months-after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to,admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,.if a corporation)
7619 /04t/;0 rob, P�477-i-i 1C,&
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises 1�6 >
(As on the tax roll or latest deed)
If applicant is a corporation, signat e of duly authorized officer
(Name and title of corporate officer)
Builders License No..
Plumbers License No.
Electricians License No.
Other Trade's License No. ld o3 y - /-
1. Locatio��-'p0 1 nd on which/p�ryop�o�se�dd work wi be done:
House Number Street =` Hamlet
County Tax Map No. 1000 Section Block Lot �Gi
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front_/// Depth (?-,5 " S
Height Number of Stories
Dimensions of same structure with alterations or additions: Front ° n ;eme'Reare �n—
Depth Height Numbeof Tt e ,¢ ilr ;,. )'=i ; f'-; l
8. Dimensions of entire new construction: Front Rear D, th _ N !
Height Number of Stories "VIA _.
9. Size of lot: Front Rear Depth .�tT,�r1MEZ;"•lw,11
�3 A:��
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES NO
14. Names of Owner of premises ktd AeOW1 Address,/V25"'I o 4t4SAN/Phone No..s/t e 7a�-c�S� ,
Name of Architect Address `R z`�Phone No
Name of Contractor.&2�'l� 6& Aoc C1416, Address ��D�?AA-)�Phone No.
-•
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO '✓
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO_,Z
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF J )
c w( /� G21 being duly sworn, deposes and says that(s)he is the applicant
( ame of individual signing contract) above named,
(S)He is the
C(Contracioo Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sw rn t before me thi
_-s day of 20)�CONNIE D. BUNCH
No a Public,State of New York c �-
No.01 BU6186050
h� in Suffolk Countv
Notary Public Commission Expires April i4,2Y—u Signature of Applicant
-r
t
Scott A. Russell °su 'f� ATO PLIAWAT]EIK
SUPERVISOR AWANA(G!]ENUEN T
SOUTHOLD TOWN HALL-P.O.Box 1179 Q
53095 Main Road-SOUTHOLD,NEW YORK 11971 �� Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF ')(')(-3[lE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑[/A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
[j[:2/B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑[dc. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑[i(D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year f loodplain as depicted
dF. -on- FIRM-Map-of any- w-at-e-r-cour-se.--❑ Installation of new or resurfaced impervious surfaces of 1,000 square
feet,or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 'k: 1000 Date:
L
NAME /�/v' '/•` r l�. t/ �7 YyJ /
Section Block Lot
FOR BUILDING DEP F-j'N1'-NT l_�T ONLY
Contact Information r���✓�y/�
ra�vi,o�r u„ xd ��
Reviewed By: �( /
- - — — — — — — — — — — — — — — — —
Date Pro ert Address / Location of Construction Work: — — — — — — — — — — — — — — — —
�� S Approved for procesattng Building Permit.
Stormwater Management Control Plan Not Required
�� O�� C ' l ❑ Stormwater Management Control Plan i:,Required.
(Forward to Engineering Department for Review.)
FORM SMCP-TOS MAY 2014
of SO//r'y0
Town Hall Annex 411
54375 Main Road
ep .
'7 . D
P.O.Box 1179 • r0 er.riche D 9a .n
Southold,NY 11971-0959 QI�C� a�
`►►t�•.�` APR 1 9 2016
BUILDING DEPARTMENT BUILDING DEPT.
TOWN OF SOUTHOLD TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: dw� lK��ylL�d(� e�✓E Date: c//
Company Name: S. �C T4
Name: 0h'u CCC.
License No.: m
Address: z� ,4 �.�5 6A6
_ 70o2.
Phone No.: b31 -,5R7- O
JOBSITE INFORMATION: (*Indicates required information)
*Name: ✓DA fe e('/sr
*Address: 1 i S /-i<
*Cross Street: L� ,
*Phone No.:
Permit No.: 0(0 & E 14 (a
Tax Map District: 1000 Section: e_0 Block: Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly) ��� �eo L
(Please Circle All That Apply)
*is job ready for inspection: 'YES /(NO,) Rough In Final
*Do you need a Temp Certificate: YES /(g5
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATIO
7" fi-,C,
R AM
82=Re4uest for Inspection Form �tS//fes
SOUryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road cn �r Fax(631)765-9502
P.O.Box 1179 G • Q
Southold,NY 11971-0959 'O
NTI
June 23, 2017
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Richard Arcieri
409 Sagamore Ave
East Williston NY 11595
Re: 1495 Founders Path, Southold
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. ��G��
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 40626 —Swimming Pool
°�'® OF d��' OBD P RTY RECORD CAR® V /
OWNER STREET �J �: VILLAGE DISTRICT SUB. LOT
ef chzd�i(
FARMER O ER N E ACREAGE
S W TYPE OF BUILDING
RES. D SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
17 !/( q11,qJe1s6ZPAWA 02,0V 'C 17l '
(, r-n) 5qo-7 3 r r Z / /b - #I/" GD ..aloes // g 0
b st-)� �4r 0 4322
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE FRONTAGE ON WATER
Farm Acre Value Per Acre Value FRONTAGE ON ROAD S i X1� .P &. a _ n CO
Tillable 1 BULKHEAD
Tillable 2 DOCK
Tillable 3
Woodland
Swampland
Brushland
House Plot
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64.4-16 4/11
M. Bldg. 3" �7 Foundation Bath i
Extension Basement 0 �-�- Floors
Extension I Ext. Walls �� 54 Interior Finish S�V G+
Y tl Crl
Extension Fire Place �,� 0 Neat
2/T J� Porch Roof Type ---
Porch Rooms 1 st Floor
Breezeway Patio Rooms 2nd Floor
Garage Driveway Dormer
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APPROVED AS NOTED
DATE: I .P.it RETAIN STORM WATER RUNOFF
FEE:&, BY: PURSUANT TO CHAPTER 236
NOTIFY BUILDING Dc'Pl;ARTrtMvIAT OF THE TOWN CODE.
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING Mi W7�E D I A-l'CE L Y
3. INSULATION r=NCLOSF,,POOL TO CODE
4. FINAL - CONSTRUCTION MUST UPCYN CO APLETION
BE COMPLETE F09 C.O. tEF0R8:,VAT ER"
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGWOR CONSTRUCTION ERRORS.
ELECTRICAL
INSPECTION REQUIRED
COMPLY WITH ALL CODES-OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
S0PQ@40WNAAWNGMD
S0RttVMWWMM7E5
97S.DEC
OCCUPANCY OR
USE l?E IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
Y '
Installation Guide Model Code: ARU C�-*� ATNAH'
behind everypoo/
LATHAM POOL PRODUCTS, INC. D.B.A.
Viking Pools: Aruba
Blue Hawaiian Fiberglass Pools: Island Cove
Trilogy Pools: Neutron
Step 1.PLANNING FOR THE INSTALLATION
RECOMMENDED TOOLS 24 A box of 2"screws b Wire and Hardware(that comply to FED,State,
25 A box of 3"screws and Local codes)
I Hammer 26 Pipe wrench c Rebar(42 three foot[3']sticks)or 6"x6"W 1 4 x
2 Neon nylon string 2 rolls 27.A 4"handheld grinder(for squaring up the skimmer wl 4 Wire Mesh
3.Yard marking spray paint hole and/or flattening the back side of the shell d Rebar ties with pig tail
4 Strap kit(four 20'straps,one 33`strap,one 35' for return fittings and lights—is a must-have in 6 Pool Equipment
strap,four 2"to 3"shackles[U bolts],one large(4") case you accidentally cut through a hook or core a Pump
shackle) location) b Filter
5 Two 2"ratchet straps 28 Shovels,rakes,picks c Chlorinator(if required)
6 Laser transit/level 29 Wheelbarrow d Heater(if required)
7 2"duct tape 30 Bottle jack e.Automation(if required)
8 2—50'ropes 31.Short 2x4's and short 4x6 boards f Lighting(with transformer)
9.Sharpie markers 32 Crane g Handrail and/or ladder with escutcheons(and
10.A roll of paper towels 33.Bobcat concrete anchors)
i I Shop Rags 34 Excavator h Equipment pad or Portland cement and form
12 Bi-metal Hole saws,2-3/8",1-1/2",3",and 5"with 35 Dump truck boards
centering bit 36 Safety fencing 7 Tile Kit
13 Reciprocating saw(Saw-Lail)orjig saw with extra 37 Hoses(2) a Waterline tile,step/seat inlays,inlaid mosaic tiles
6"bi metal blades b.Adhesive and grout for the with scrubber sponges
14.Cordless drill(with multiple batteries charged) CONSUMABLE MATERIALS LIST c.Tile float
15.A drill bit set(with multiple 114"bits) d Extra tubes of silicon adhesive/sealant
16 Leather Gloves 1 2—4'2x4's 8 %inch washed gravel(for pool base and backfill)
17 Caulk gun Optional-auto caulk gun 2 1-10'2x4 9 Forms for concrete
18 1—35'rigid tape measure 3 2—16'2x4's 10 Cantilever deck forms(Stegmier/Mortex)(if
19.1-100'measuring tape 4.Plumbing required)
20.Utility Knife a PVC Pipe and Fittings(that comply to FED,State, 1 I Extra ties for Forms
21 PVC cutters that will cut 2"pipe and Local codes) 12 Wood stakes
22 Phillips head screw driver(#2 to tighten skimmer b PVC Cleaner and Glue 13 Materials for brick or stone work
screws) 5 Electrical 14.Materials for concrete deck
23 Pen and grade work sheet a Electrical conduit(pipe,elbows,inions) 15 Materials for pavers
SITE PREPARATION AND PLANNING
In planning for the installation of a new Latham pool,there are many important considerations that must be evaluated in order to achieve a functional,long-lasting and aes-
thetic addition to a home When choosing a location,consider the following
1 Grade:Pools and decks are normally constructed on level ground Extreme variations in grade should be resolved before the excavation of the pool begins A relatively
level and flat location is preferred so time and effort are not wasted on radical fluctuations in grade.
2.Excavation Equipment Access and Pool Delivery Determine the most efficient route for equipment to enter and access the site Also keep in mind that a well-planned route
can save time and money by enabling multiple pieces of equipment to work in unison.For example Coordinate the delivery of the pool with the completion of the excava-
tion and preparation of the hole Use of a crane with four(4)20-foot straps is recommended for the process of setting the pool shell in the excavated site However,if a
track excavator was used to prepare the site,in some cases it may also be utilized to unload and set the pool Contact Latham for specific guidelines for setting pools with
excavator equipment Finally,consider the placement of the equipment If possible,position the pool equipment so the pool shell can be unloaded and placed directly into
the excavation without nsking damage to the equipment
3.Underground Utilities.Check with local authorities for the locations of underground water,gas,power and sewer lines
4.Overhead Power Lines
5 Local Building Codes Determine the setbacks from property lines,easements,house footings,etc
6 Underground Water Conditions
7 Water Drainage Water should always drain away from the pool Failure to keep ground water away from the exterior of the pool may result in damage to the pool that is
not covered under warranty
8 Local Fencing Codes.
9 Location of Pool EquipmenL
10.Electrical Run for Pool Equipment NOTICE:
11 Exposure to Sunlight
12 Surrounding Foliage Failure to read and follow specific instructions
13.View from Residence contained in this manual will void your pool warranty.
1
r
.Step 2. POOL LAYOUT
When laying out the pool,note that the dimensions are to the outside edge of the pool beam. Most permit plans are measured to
the water's edge.The coping of a Latham fiberglass pool is approximately 4"to 6"on all sides.There is generally a difference
of 8"to 12"between the length and width dimensions in the installation guide and those of the permit plans in most cases(see
the Latham fiberglass pool specification document for exact inside and outside dimensions for each model). Overall length and
width measurements may vary up to 3%. Depending on the customer and the local building inspector,this fact can be a critical
consideration. Distances between the water's edge to most property lines, electrical lines,and other structures such as houses,
garages, sheds'and patios must be exact to plan specifications.
Start by laying out the pool template or with a 11'wide by 22'long rectangle with diagonal measurements of 24'-7".Next,lay-
out the center point,making sure the center lines are at 90 degrees. Stake each point around the perimeter of the pool as shown
in Figure 1.Connect each stake with string.Denote the location of the skimmer with a 2'x2'box outside of the pool layout.Use
spray paint to follow the contour of the string.The outline will be the shape of the outside dimensions of the pool shell.Remove
the string and stakes,leaving only the outline of the pool.Be sure to mark tanning ledge location,if any.
NOTE: Latham Pool Products offers-yard templates for each pool model offered.The yard templates are reusable and
are the dimensions of the shell.If using a yard template,simply lay the template out in the yard where the pool is to be
set and paint a line on the edge of the template.
Figure 1-Excavation Dimensions
22'
t
21-1-2l�f 2' 2' 2'--}�2' 2' 2'1 2' 2' 1'
♦
'_4�� 4' 7" 5' 5'-6" 5• 5�_1 5._6.. 5 5'_4" 1
24'-7"
3'-6"�
2'-6'i
4'-10" 5' 51_6�� 5' 5'-1" 51_611 5,-1„
♦ •
Step 3. ELEVATI®N
Elevation and grade of the pool area are two of the most often overlooked or miscalculated variables in the installation process.
While considering all the variables concerning elevation and grade,always remember that you want water to run away from the
pool. Before excavation, use the provided Form 1 — INSTALLATION PLANNING GUIDE to calculate all critical measure-
ments.
Check the four corners of the pool layout with the aid of a transit level or a sight level to determine the highest corner.This
corner will be used in planning the elevation of the pool. In a typical installation,the elevation of the pool should be 4-6 inches
above the highest point of the existing grade around the pool.However,careful.consideration should be given to pool type,size
and drainage of.the future pool deck, as well as the elevation of the surrounding landscape and existing structures, patios and
sidewalks.
2
INSTALLATION PLANNING GUIDE
Job: Pool:ARU Date:
Finish Grade
* Slope —
Top of Concrete at Pool =
Thickness of Concrete + 3.5
Top of Pool =
Shallow End Depth + 42" or 3'-6"
Top of Sand or 1/2" Clean Gravel Shallow End =
Thickness of Sand 1/2" Clean Gravel + 3.5"
op of Dig Shallow End =
Top of Pool DISTANCE TO POOL ** FINISH GRADE
** FINISH GRADE Deep End Depth + 60 or 5 —0
91
Top of Sand 1/2" Clean Gravel Deep End = EXISTING PATIO
Thickness of Sand 1/2" Clean Gravel + 3.5"
Top of Dig Deep End =
\/\/,/r\r\fir\\r\fir\�\fir\fir\fir\fir\fir\fir\\r\�,
/v/'/i�r`\ 3" — 4" SAND OR Xz" CLEAN GRAVEL
UNDISTURBED SOIL + SLOPE = DISTANCE TO POOL X .25 (1/4")
** IF POOL IS INDEPENDENT OF ANY EXISTING
STRUCTURES OR PATIOS, FINISH GRADE IS
TO BE 3 1/2" BELOW EDGE OF POOL DECK.
4 .
Step 4. EXCAVATI®N
Correct excavation of the pool is very important.A hole that is too small can mean hours of picking and shoveling by hand.A
hole that is too large will require extra recommended backfill material,which if not dealt with properly, can result in settling or
bulging of the pool.
The excavation should be dug very close to the pool size with a minimum disturbance to the unexcavated soil which will support
the pool.The clearance is approximately 6"on the sides and 6"on the ends(see Figure 2).
Figure 2-Pool Shell Depth Dimensions
22'
2' 2'+-2'--f 5'-5" T-5"
T
"
3'-6" 3'-6"
4 3'-6"
5' 5' 5' 4'-6
�1 Gradient 25%
6'-2" Degree angle of slope(s): 14.036'
The depth of the excavation is determined with the use of a transit level and grade pole.The bottom of the excavation is over
dug approximately 4".This size pool will require approximately 15 to 20 yards of sand or 1/2"clean gravel for backfill (more
may be required if the excavation is significantly over-dug).
The excavation should be 11'by 22', with a total depth of approximately 3'-10" (shallow end)to approximately 5'-4" (deep
end)from the desired elevation of the pool.It can be helpful to give yourself extra room the first 6"in width and 12"in length
of the hole,to get past the coping,and allow space for the skimmer and bottom suction fittings(if any).Also,keep in mind that
the wall of our pools are tapered,usually t"in for every 12" in depth.A place for the skimmer must also be dug in the side of
the excavation wall.The skimmer cutout should be 2'by 2'and 3'deep.See Figure 1 for placement. Pools with tanning ledges
require the tanning ledge area excavated to the depth stated in Fig. 1 plus 4"for bedding material.
Never use excavated material as fill or backfill in the hole; the material will settle. We suggest sand or '/2" clean gravel
compacted thoroughly(a plate tamper is needed for the pool base).The fill material used for the pool base must also be used to
backfill around the sides of the pool shell. In the case of significant over excavation on the sides of the pool or in seasonal high
water or poor drainage areas,you may want to mix 10%Portland cement with the backfill for stabilization.
SKIMMER LID
Latham requires that a permanent sump pipe (see Figure 3) be in- AND RING
Iw
stalled on all pools. A gravity fed"daylight drain"is an acceptable
alternative to a permanent sump pipe installation. The purpose of Figure 3- I j
the sump pipe installation(or daylight drain) is to provide a means Sump Pipe Installation
of checking for groundwater around the pool and allow for dewa-
tering the site prior to any work on the pool that requires loweringSAND OR 1�2"WASHED GRAVEL i. 8"PIPE
the water level within the pool shell, thus minimizing potentially
high hydrostatic pressure. Latham recommends the installation of
a permanent sump pump in areas with a high water table and/or FIBERGLASS
significant ground water. Latham suggests digging an 18" x 8' x Pi�
FIBER MATTING G
18"trench across the deep end of the excavation. Six inches of 1/2" SAND OR 112'WASHED GRAVEL F
clean gravel should be placed in the bottom of the trench.A section
of 3"perforated PVC pipe is placed on,the rock base and connected
to a vertical stand of 8"PVC pipe running to the surface of the ex-
cavation. Cover the new sump line with landscaping fabric.The 8"
PVC riser pipe should be trimmed with a skimmer ring and lid for 1/2"WASHED AVEL
PERFORATED PIPE
1/2"WASHED GRAVEL
4
aesthetics and safety.After the connection has been made to the vertical stand of 8"PVC,finish covering the 3"perforated PVC
pipe with 1/2"to 1"clean gravel to the bottom of the excavation(see Figure 3).The bottom of the excavation is now ready for
approximately 4"of base material.
'Step 5. PREPARATION OF THE BOTTOM SURFACE OF THE EXCAVATION
The preparation of the excavation bottom is critical so the pool will fit properly. Thorough preparation will eliminate settling,
stress cracks and a minimum of time will be spent setting the pool.
First, install the 2"x 4"master screed rail(s) length wise in the excavation, using wood'or metal stakes (See Figure 4). Make
sure the diagonal measurement is exact to insure that the bottom is square.Adjust the master screed rail(s) to the appropriate
height using a transit level,(See Figure 2).Next,install the remaining screed rail(s)parallel to the master screed rail(s)using the
offset dimensions as shown in Figure 4 and making sure that they are perfectly level to the Master screed rail(s)to insure that the
bottom•is square.Next,spread a layer of fil l material approximately 4"deep evenly over the bottom of the excavation.Rake the
fill material flat to the top of the screed rails(See Figure 3).Compaction of the fill material is generally achieved by screeding it
into place,but depths of greater than 4"will require use of a plate tamper.Rake and compact the area several times. Screed the
bottom of the excavation,filling any low spots as you go.Remove the screed rails and fill in the voids with fill material, being
careful not to disturb the fill.
SEE SECTION A-A
22'
2x4xB'-9" SCREED RAIL--\
MASTER SCRE7RAIL
F2.45-5" SCREED RAIL
6- 5'-9" 8' '
1 f 2" X 4" SCREED BOARD
Figure 4=
2x4x5'-5
Screed Rail " SCREED RAIL 4x6'-B' SCREED RAIL
Dimensions
t2x4xB'-9' SCREED RAIL STAKE
DIG LINE NOTE: POOL SHELL MUST REST ON
SAND OR 1/2" CLEAN GRAVEL.
L
SCREED BOARD
22' 2'-3"
SCREED RAILS 6'-p"
5'-5" 6'-2" FINISH GRADES
SUMP SYSTEM
3"-4" OVER DIG STAKE
O
OPTIONAL CMU PIER LOCATIONS)
i
Step 6. SETTING THE POOL
Upon arrival/delivery of your pool shell,be sure to inspect the pool for damage that may have occurred during transportation
and for conformity to order specifications. The recommended method of setting the pool shell is by making use of a crane or
boom truck.A track-mounted excavator can be used to lower the pool into the excavation, but directions should be obtained
from Latham prior to setting the shell.Please note that Latham recommends lifting all pool models over 12'wide with a spreader
bar and 20'lifting straps. Once the pool is set in the excavation,the poof should be checked for level and the bottom should be
walked over to detect any voids in the fill material that might be present.
The pool is then lifted and reset as many times as necessary to achieve a"good fit."A good fit is realized by raking the surface of
the fill material in order to see where the pool's perimeter is touching(footprint)and by walking around on the inside of the pool
to detect low spots.It is normal to feel a slight void under the center of the pool,but walking in the pool should cause the floor
to rest on the bed of fill material.The pool shell will conform to the base material under the weight of the water.It is important
5
Y
to make certain that the bottom,perimeter,and all transition points are sitting firmly upon the bed of fill material.The pool can
be separated from the lifting equipment when the entire perimeter of the pool(including all transitions) is within 1/2"of level
around the entire perimeter of the shell with tile preinstalled.or 1"of level if tile is to be installed later during the installation.
A properly prepared hole should not require the filling of large voids beneath the pool. Blindly adding fill material beneath a
pool can cause more harm than good.It is important that any adjustments to the pool's elevation be made before water is added.
If the hole was properly prepared,nothing more than a few minor adjustments should be needed.
Step 7. WATER AND BACKFILL
On most pool shells water can be filled to the bottom of the first step with no backfill material against the shell wall.The pool
should then be checked to assure it is still level (check EXCAVATION NOTES for specific shell being installed). If the pool
shell does not remain level,the water should be completely removed and the bedding material added or removed as necessary
to achieve level.
As backfill material is initially placed around the pool shell, care should be taken to ensure that the wall-floor and step-floor
radiuses are tightly packed with fill material. Once the pool shell is"locked in,"the fill/backfill process can continue.It is very
important that the radiuses of the pool are properly and completely compacted. Poorly packed radiuses can result in hairline
cracks and/or structural cracks due to deflection.Be sure to backfill slowly and thoroughly.
2x4 LEVER
After approximately 12" of water is in the pool and backfill ASSEMBLY
has been placed evenly,the backfill and water should always FIBERGLASS
be+/- 6"of each other.As the water approaches the shallow POOL SHELL
end, pay particular attention to all the unsupported areas of
the pool. Steps and swimouts tend to droop,so slight adjust- Figure S-
ments may need to be made with the levering device.Be sure Backfill Detail
you wait until a sufficient amount of water surrounds the area NATURAL GROUND
(usually 12") to keep the rest of the pool in place, or you _
may raise more than you intend. The walls of the pool may WATER s^ —
bulge inward if too much backfill has preceded the water in ;=
the pool,or outward if too much water precedes the backfill.
If bulging does occur during the installation,the only remedy
is to dig that area out and proceed correctly. Slight bulging Y `
has only visual effects,while not affecting the structure of the '" `' � )` ` I COMPACTED
pool.A string line is very useful in determining the straight- -= ; --i FILL
ness of the pool walls during the backfilling process. s^
To mitigate the stress under step,tanning ledges,and some seats potentially induced on the pool shell as a result of backfill set-
tling, Latham recommends either a shallow dig under large steps,tanning ledges, and some seats (Figure 6)or in the event of
an over-dig,the installation of concrete masonry unit(CMU)piers placed under the steps, integral tanning ledges and/or swim
outs,and some seats may be needed(Figure 7).
Figure 6- Figure 7-
Minimal Dig Stair Detail CMU Pier Stair Detail
i FIBERGLASS y: _
4Y i _ II POOLSHELL
�I—III—�
_• . • I�III;I�I��I„ � �I-11_II�II�I,�II�
III-III-III I A I I- 3'THICKCOMPACTEO
SANDOR
III_I I I-III 1 I 3'THICKCOMPACTED}£ `' - III GRAVEL(TYPICAL)X-CLEAN
SANDOR 'CLEAN 4'MIN THICK COMPACTED
_
GRAVEL(TYPICAL) „ t, GRAVELFORCLAY
FIBERGLASS 4'MIN THICKCOMPACTED .. ' I I (ADOBE)SOILONLY
III- POOLSHELL GRAVEL FOR CLAY
(ADOBQ SOIL ONLY.
' "� FILL MATERIAL
•� III FILL MATERIAL ' ,
_ —IIIIII _—__ —
I— III—III III III-III- - 117
III-III I -III_ l lrz'CAPSTONE
BASEMATERIAL BASEMATERIAL FILL MATERIAL
6
Blocking the steps is performed after the pool shell has been set within level and water reaches the tread of the next to last step
tread(2nd from floor).When installing CMU piers,start by placing a 1-1/2"capstone block on the base material.On top of the
capstone block, stack-CMU's (cinder blocks) until they reach a point just under the step or ledge locations designated in Fig-
ure 4. Since the step area of the pool shell is often lower than the rest of the shell,jack the step package up using a bottle jack
and a section of 2"x 6"lumber under the outside radius of the top step(where the top tread meets the top riser).Jack the steps
to be level with the rest of the beam of the shell. Shim the gap between the top CMU and the bottom of the tread/riser radius
with another capstone block and/or 1/4"concrete backer board.When the bottle jack is released,the pool shell should be within
1/2" of level around the entire perimeter of the shell with the preinstalled, or I"of level if tile is to be install later during the
installation.Bottle jacks should be removed from the job site once the piers are in place. Do not leave bottle jacks or organic
material such as wood under the pool shell for support.Properly placed piers should be'/Z under the step of the shell,with
the remaining portion of the top block/shim remaining outside the step/riser tread(See Figure 7 for detailed drawing of properly
placed piers). Do not place piers completely under the top step or tanning ledge(swimout)as stress will be transferred to
the radius between the horizontal and vertical surfaces, resulting in stress fractures.
This pool does not require annual draining for service.If draining is ever required,the owner,or their-agents,must first
receive written permission and instructions from Latham Pool Products.Damage caused due to the water being drained
below the level of the skimmer inlet is specifically excluded from the Latham warranty.
Step 8. PLUMBING
A basic swimming pool circulation system is relatively simple in operation. Water in the pool is drawn through the skimmer to
the pump,which pushes it through the filter back to the pool via the returns. See Figure 8 for a basic filtering system diagram.
More advanced filtering systems may include sanitizers,jets, blowers, automatic pool cleaners, etc. Latham recommends the
use of 2", schedule 40 PVC plumbing on most pools. The plumbing system must be designed to comply with ANSI/APSP-7
STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN POOLS AND SPAS (latest revision). Visually inspect and
pressure test all plumbing installed at the factory upon the delivery of the pool and during the backfill process.
Latham Pool Products suggests placing the equipment slightly above the elevation of the pool.If the equipment is placed below
the water level, check valves or shut off valves must be installed to prevent accidental siphoning of the pool. The equipment
becomes less efficient the greater the distance away from the pool.Pipes may now be glued at the equipment pad and circulation
of the filtering system may begin. Check all connections for leaks and proper circulation before covering them.Local building
codes may require pressure testing of the plumbing system before the installation is complete.
POOL
PUMP
POOL TO POOL RETURNS
01 OUT W FILTER OUT
Figure 8-Basic Filtering System
gW w
o� -n
Cn m
c�
n� v
-a O
o O
z �
T_ +
z
0
cn
Step 9. ELECTRICAL
If the installer or homeowner is not qualified to do electrical work, an electrician should be hired and a building official should
inspect the work.All electrical work should be done to National Electric Code specifications and any local codes. Latham will
not be held responsible for any electrical work.
7
Step 10. POURING CONCRETE
A standard cantilevered deck, as shown in Figure 9, requires that forms be placed on the inside perimeter of the pool. These
forms are attached to the pool beam using double-sided tape. The forms are then held in place using supplied wire tires and
screws. Cantilever forms are typically installed on the same day of the concrete pour.The backfill should be removed from the
top 8 inches around the pool perimeter to a width of approximately 10 inches. In areas of sandy soil conditions,the material is
typically removed just prior to pouring the deck.Care should be taken that the concrete is worked into the area under the beam
of the shell so that air voids are minimized.If desired,%"holes may be drilled every 36"to aid bleeding air.Rebar or wire mesh
should be used in the concrete deck. For decks using pavers, as shown in Figure 10, the concrete deck should be poured up to
approximately 1/4"of the top of the pool coping. Deck should fall 1/4"per 12 inches of horizontal deck to allow any surface water
to be drained away from the pool.
Half inch holes may be drilled into the lip of the pool every 3'.Two foot lengths of 3/8"rebar are placed in each hole and bent
at 90 degree angles(see Figures 9 and 10).This will ensure a bonding or anchoring effect on the sides of the pool.The walkway
may also be reinforced with 6"No. 10 wire mesh or No.3 rebar on 2'centers(see Figures 9 and 10).Concrete should be poured
at least 3'around the perimeter of the pool and at least 4"thick.Latham will not be held responsible for any concrete work or
cracks that may result from its use.
In northern climates 6"-8"of 1/2 clean gravel is recommended under the concrete deck.
Figure 9- Figure 11-
Cantilever Concrete Deck Partial Above Ground Installation (Typical)
(Typical) (Only for pools 12'wide and under)
61X6"-W1.4XW1.4
WIRE BR ,
NO. ;
REBAR NO.3,ON 2'O.C.
3'MIN. EACH WAY. ;
FOR CLAY(ADOBE)
SOIL ONLY. MAXIMUM OPTIONAL
SLOPED 1/4"=1' 19 1/2" MOUND DIRT WOOD
AROUND POOL DECK
APPROX.6"
I- gn
12" 10" \\
,o _
IM I I-1 I I-I I IM I I-I
FOR CLAY(ADIII—III—I I—III—I I I
i I SOILONLY. II—I
I� III=
3"THICK COMPACTED I I=1
SAND OR 112"CLEAN GRAVEL(TYPICAL)
4"MIN.THICK COMPACTED 6°
GRAVEL FOR CLAY I
II : (ADOBE)SOIL ONLY. . . . .. ..... . . .... . . ... . . . ... . . .. .. . . . .. . . .... ....
SAND OR
112"CLEAN GRAVEL
�n FIBERGLASS BRICK OR NATURAL 6'X6'-W1.4 X W1.4
10n POOL SHELL STONE DECK' 3OR
'MIN. REBAR WIRE MESOH 3,ON 2'O.C.
EACH WAY.
SLOPED 1/4"_i' FOR CLAY(ADOBE)
C SOIL ONLY.
a 4 0n
• 12" — �� 10"
• a III-1 I I—I _�_
II I I I I=!I I=3 I FOR Y
(ADOBE)
Figure 10- hi SOIL ONLY.
Concrete Deck with I _ 3"THICK COMPACTED
SAND
Brick or Stone
OTHICK COMPACTEDLGRAVEL(TYPICAL)
I GRAVEL FOR CLAY
(ADOBE)SOIL ONLY.
SAND OR
1/2"CLEAN GRAVEL
sn I+ FIBERGLASS
1 O" POOL SHELL
8
Figure 12-
Chain Locations
Chain Iocabons may vary slightly.
POOL LIFTING NOTE:
1.When being lifted from the trailer and/or set in the excavated installation site,four(4)20'straps should be used.The 4 straps
should be connected to a common lift point,typically the ball of the crane.
Figure 13-
Standard Fitting
Locations
SK
Legend.
SK-Skimmer
R-Return Fitting
L-Light
OS-Optional Skimmer
Location for Auto
Cover Bundle
Drawing denotes approximate standard outfitting locations.Additional fittings and custom outfitting not shown.
WARNING TO THE BUYER
The pool is designed to be kept full at all times.The shell can be damaged if the water level is allowed to drop below the
skimmer.When appreciable draw-down is noticed, or if it becomes necessary to drain the pool, contact Latham Pool
Products,or their agents for instructions.The pool shell may be damaged and separation from the concrete may occur
if the pool is allowed to overflow or if heavy water drainage is allowed to over-run the deck to pool shell connection.
Keep the water level in the middle of the skimmer.Latham Pool Products will not be held responsible for any unforeseen
problems or circumstances which arise from inadequate site drainage or incorrect deck installation.Refer to the Latham
Warranty for conditions,circumstances,or installation practices that may void the pool's warranty.
9