HomeMy WebLinkAbout44703-Z FFo��c Town of Southold
q�A oG 11/24/2020
P.O.Box 1179
co a
53095 Main Rd
'f., o`�'�{� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41637 Date: 11/24/2020
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 3675 Nassau Point Rd, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 111.-9-4.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/30/2020 pursuant to which Building Permit No. 44703 dated 2/18/2020
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:
roof to swimming pool addition, fenced to code, to existing single-family dwelling as applied for.
The certificate is issued to Hermer,David&Campo, Silvia
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44703 9/11/2020
PLUMBERS CERTIFICATION DATED
u ho ' Signature
nc,r�oTOWN OF SOUTHOLD
BUILDING DEPARTMENT
co
TOWN CLERK'S OFFICE
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#: 44703 y Date: 2/18/2020
Permission is hereby granted to:
Hermer, David & Campo, Silvia
9 College PI Apt 4D
Brooklyn, NY 11201
To: construct roof top swimming pool addition to existing single-family dwelling as applied
for.
At premises located at:
3675 Nassau Point Rd, Cutchogue
SCTM # 473889
Sec/Block/Lot# 111.-9-4.2
r
Pursuant to application dated 1/30/2020 and approved by the Building Inspector.
To expire on 8/19/2021.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $243.60
CO -ADDITION TO DWELLING $50.00
Total: $543.60
uilding Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
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,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. 170 1-2
D
New Construction: y Old or Pre-existing Building: (check one)
Location of Property: ito' N( -5AV 1701P-C 'VV Gy'f'G(�
House No. Street Hamlet
Owner or Owners of Property: �14y11p t*�VAPI?, jr Z51`,%j
Suffolk County Tax Map No 1000, Section « Block Lot 4,z
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check o
Fee Submitted: $
scant Signature
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, David Hermer/Silvia Campo residing at 9 College Place,Apt 4D
(Print property owner's name) (Mailing Address)
Brooklyn, NY 11201 do hereby authorize Shawn F. Leonard
(Agent)
Architect, P.C. to apply on my behalf to the
Southold Building Department.
(Owner's Signature) (D6)
David Hermer and Silivia Campo
(Print Owner's Name)
JAN 3 1 2020
OF SOUTy®�
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 • COQ sean.devlin5-town.southold.ny.us
COW,
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To* David Hermer
Address: 3675 Nassau Point Rd city,Cutchogue st: NY zip: 11935
Building Permit#: 44703 Section: 111 Block: 9 Lot. 4.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G&S Electric License No: 578ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool X
New X Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel 1 A/C Blower Range Recpt Ceding Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 4'LED Exit Fixtures 11 Pump 1
Other Equipment, Pool Cover w/ Keypad, Pump on 220GFI Breaker, UV Filter, Pentair Panel
Notes: Pool
Inspector Signature: r—�.� Date: September 11, 2020
S.Devlin-Cert Electrical Compliance Form As
OF 50UTy0 ` 7 a '
# * TOWN-OF .SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) Nd ELECTRICAL (FINAL)Too V
[ ] CODE VIOLATION ] PRE C/O
REMARKS:
0�ef p/No V too'All
DATE lo& INSPECTOR
fLi4IOW12 OE SOUT
# # TOWN OF =SOUTHOLD BUILDING DEPT.
765-1802
-INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATIOWCAU KI
[ ] FRAMING /STRAPPING [ FINAL R TO
[ ] FIREPLACE &"CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] P E C/O
MARKS: �
v F
DATE INSPECTOR
IELD INSPECTION REPORT -DATE COMMENTS r
M1 �
FOUNDATION (IST)
------------------------------------
FOUNDATION (2ND) CIO
, to
• � O
ROUGH FRAMING& C�
PLUMBING - H
INSULATION PER N.Y. y
STATE ENERGY CODE
FINAL
l 7�0
ADDITIONAL COMMENTS
18-clad =�— 3.
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TOWN �SOT;THOLD 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) 765-9502Survey
q�n6\3
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 204 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
�j20 Contact: Shawn F. Leonard, Architect
O� Mail to: 320 Hampton Rd
Approved
Disapproved a/c Southampton, NY 11968
Phone: 631-287-5557
Expiration `20
ding Inspector
JAN 3 O 2020 APPLICATION FOR BUILDING PERMIT
Date January 29 , 20 20
INSTRUCTIONS
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.
Shawn F. Leonard, Architect P.C.
(Signature of applicant or name,if a corporation)
320 Hampton Road, Southampton NY 11968
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Architect
Name of owner of premises David Hermer/Silvia Campo
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
3675 Nassau Point Road, Cutchogue
House Number Street Hamlet
County Tax Map No. 1000 Section 111 Block 09 Lot 4.2
Subd,jgion , 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 Single Family
b. Intended use and occupancy Single Family
3. Nature of work(check which applicable):New Building Addition Alteration
Repair -Removal, Demolition Other Work Pool
(Description)
4. Estimated Cost $160,000.00 Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor N/A
If garage, number of cars N/A
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A
7. Dimensions of existing structures, if any: Front 39'-0" Rear 45'-0" Depth 92'-0"
Height 37-0" Number of Stories 2 & 1/2
Dimensiop of same structure with alterations or additions: Front N/A Rear N/A
Depth Height N/A Number of Stories N/A
8. Dimensions of entire new construction: Front 9'-2" Rear - Depth 26'-6"
Height 9' Number of Stories 1
9. Size of lot: Front 100.48' Rear 100' Depth 415'
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R-40
12. Does proposed construction violate any zoning law, ordinance or regulation?YES, NO_x
13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO
14.Names of Owner of premises Hermer/Campo Address 9 College PI, Brookiftone No., 917-470-5146
Name of Architect Shawn F. Leonard Address320 Hampton Rd Soglp$pn631-287-5557
Name of Contractor Address Phone No..
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES x 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 x NO
*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 x
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
Richard Mato being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Architect/Agent
(Contractor,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 thisapplication;
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.
Sworn Piefore me thi
day of In Lc 0 r!� 20 ZQ
PATRICIA E LEONA
a dY7 'Notary Public, State of
Notary Public Registration#01 LE6349132 Signature of Ap licant
Qualified In Suffolk County
Commission Expires Oct. 11,2020
�O SuF
Scott A. Russell STO]KIAWATER,
SUPERVISOR MIA.NA\G)EM)EN T
SOUTHOLD TOWN HALL-P.O.Box 1179 >y
53095 Main Road-SOUTHOLD,NEW YORK 11971 '� Town of Southold•
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
-- -- ----- -- - --- -- - - -----
IDoIES THIS PROJECT INVOLVE ANY OF THE 1Fo1L oWINo
Yes N (CHECK ALL THAT APPLY)
_j;j(A. Clearing, grubbing, grading or stripping of land which affecAU4e2020
than 5,000 square feet of ground surface.
E]2fB. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
° ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard- area.
00/E. Site preparation within the one-hundred-year as floodplain depicted
p p
� on FIRM Map of any watercourse.
'❑lJ r . Installation of new or resurfaced impervious surfaces of 1,000 square
i
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, 1000 Date:
nAgent,Contractor,Other) S.C.T.M. Dist�nct
NAME `� Nf� �'i IN 0-( /(1 'T• z I 2d
wr o Section Block Lot
FOR BU1LDINC3 DEP 1zTNITENT I,SE ()_J_'( "'7+
Contact Information -7 / �S
7 elrpM1one Nuinlari
Reviewed By
Date
Property Address / Location of Construction Work. — — — — — — — — — — — — — — — — —
7 7 AJOV5"� dowr ® Approved for processing Building Permit.matManagement Not Required
Q
Stormwater Magement Control Plan NRequed
�'�• —I 3 ® Stormwater Management Control Plan i�Required
(Forward to Engineering Department for Revie4)
FORM SMCP-TOS MAY 2014
APPLICANT S.C.T.M.#: 1000CHAPTER 236
(Property Owner,Design Professional,Agent,Contractor,Other)
—�— QS /r
° Stormwater Management Control Plan CHECK LIST
NAME Section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application
Date. * The applicant must provide a Complete Explanation and/or Reason for not providing
all Information that has been Required by the following Checklists
1. A Site Plan drawn to scale Not Less that 60' to the Inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Herel
show all of the following items. If you need additional room for explanations, Please Provide additional Paper.
a Location & Description of Property Boundaries
b Total Site Acreage.
c Existing - Natural & Man Made Features within 500 L.F.
of the Site Boundary as required by §236-17(C)(2)
d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0O0
e. Limits of Clearing & Area of Proposed Land Disturbance. 0�0
f. Existing & Proposed Contours of the Site (Minimum 2'intervals)
g. Location of all existing & proposed structures, roads,
driveways, sidewalks, drainage improvements & utilities.
h. Spot Grades & Finish Floor Elevations for all existing & �
proposed structures,
1. Location of proposed Swimming Pool and discharge ring. O0�
Location of proposed Soil Stockpile Area(s). 0�0
k Location of proposed Construction Entrance/Staging Area(s). 0O�
I Location of proposed concrete washout area(s).
M. Location of all proposed erosion&sediment control measures.
2. Stormwater Management Control Plan must include Calculations showing
that the Stormwater improvements are sized to capture,store,and infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 inch 0�
rainfall/storm event
3. Details&Sectional Drawings for Stormwater practices are required for approval.
Items requiring details shall include but not be limited to•
a Erosion & Sediment Controls. 0�
b. Construction Entrance & Site Access. 0O�
c. Inlet Drainage Structures (eg catch basins,trench drains,etc.) �0
d. Leaching Structures (eg infiltration basins,swales,etc)
I ()It I, tiNGlNl,LRING DFP ;It;) NIL:NT LJSE ONLY
Additional Information is Required.
Reviewed & 1 Stormwater Management Control Plan is Not Complete.
Approved By — — — — — — — — — — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Complete.
Date- I SMCP has been approved by the Engineering Department.
FORM * SWCP Check List -TOS MAY 2014
o
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PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
H H's
UC Lts
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW Service
Carbon Micro Generator
Combo Cooktop Transfer
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Comments
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Shawn F . Leonard, Architect P . C .
February 18, 2020
TOWN OF SOUTHOLD
Building Department
54375 Route 25
P. O. Box 1179
Southold, New York 11971
RE: Hermer/Campo Residence
3675 Nassau Point Road, Cutchogue
S.C.T.M. ## 1000-111-09-4.2
Dear Ms. Nunemaker,
Please find attached a check in the amount of$543.60 to the Town of
Southold Building Permit for the Building Permit Application fee for the above
referenced residence.
If you require and additional information, please do not hesitate to
contact our office.
Sincerely,
Richard Mato
202® \ \
320 Hampton Road 8
Southampton, NY 11968
Tel:(631)287-5557
Fax: (631)287-5558
E-Mail: rich@shawnleonardarchitect.com
i
N SURVEY OF PROPERTY
NASSA U POINT
TOWN OF SO UTLIOLD
SUFFOLK- COUNTY; N. Y.
1000-111-09-4.2
SCALE- 1'-30'
MAY 13, 2015 n
AUGUST 14, 2018 (PART. TOPO)
SEPTEMBER 6, 2018 (TOB) I '=5
D
ROA NOVEMBER 12, 2018 (REWISIONS) ` '"'" LIN
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DEN FEBRUARY 6, 2019 (LOT COVERAGE) „CE " .RETAI"�"G IN Bw� m I N
MCHAIN x FE ENDS BURRIED
ENHA JANUARY 13, 2020 " x � �•�" y
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OL N10/MAHER i 1 x_x—x—X x— oo , tL—+-
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G STEPS n I TYPE a P oo� 0
8 x 415'
METAL z I �0 I x JXxX GRAVEL 25'.6 STONE W
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PROPANE--O RET. WAL ELECTRIC
TANK CONC• PANEL
j UPLAND LOT COVERAGE
11111113695oSPIN UPLAND AREA 31,078 sq.ft.
z I S78 HOUSE 316J DECK 1501 sq ft:
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N/O F
sq.Tf.• coN GO LOT 20 4664/31078 = 15.OX
�CMF
JAIME SA N.�AG0 KEY
SA I "E
NANCY Q = REBAR
ELEVATIONS REFERENCED TO NAVD 88 ® = WELL 9 JAN ���' {_ '
LOT NUMBERS REFER TO MAP OF NASSAU POINT CLUB PROPER77ES AMENDED A = STAKE ryea LIC. NO. 49618
MAP 'A' FILED IN THE SUFFOLK COUNTY CLERK'S OFF7CE AS FILE MAP NO. 156. = TEST HOLE /� /� A^ PECO IS �- URGEYORS,•P.C.
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF- THE f AREA = 40.910 80. FT. - - (631) 765-5020 FAX (631) 765-1797
NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL . = PIPE TO TIE LINE
CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID = P.O. BOX 909
MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE ■ = MONUMENT 1230 TRAVELER STREET 15-135
APPEARS HEREON.
SOUTHOLD, N.Y. 11971
N SURVEY OF PROPERTY
NASSA U POINT
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
FEB 12-
1000-111-09-4.2 21000111-09-4.2
SCALE 1'-30'
MAY 13, 2015
AUGUST 14, 2018 (PART. TOPO) a
SEPTEMBER 6, 2018 (TOB) _
NOVEMBER 12, 2018 (REVISIONS) CMaN uNK
rROAD FEBRUARY 6, 2019 (LOT COVERAGE) FfN_�x E AB
m II No
Ly
—+
l • NLUFF
RIED
JANUARY 13, 2020 CNAl FENDS
MENHAD�* FEBRUARY 4, 2020 (PROPOSED POOL) IXN
OLD
FEBRUARY 11, 2020 (TOP OF BLUFF ADDED) _x— — s ►-3
N/0/F R 100' SETBACK FROM x—X x # co
N M MARE TOP OF BLUFF , 4. I j FE.COR. 1 00
JEA J MAHER 405.00 N 2.4'N
MICHAEL PROPANE TANK p 1 m
OLD WOODp < I V
'1 RETAINING WAU• �
LOT 18 RET. WALL m I
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; , UNDER DECK -am I C
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ooE WOOD STE 23.3 o CK PR�R
N78.36 5 p'� o DECK
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METER i GP
CO NC RET W STONE Z �_NTERL CK NG CO, 1 PROPOSED 2ND COVERED GRAVEL
ENTRANCE _
EN
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METAL 2 I �0 1 �X�X—X GXRp�/EL o 25.6. i STONE 415.00
1 WALK 1+J
OON m I i 00GGRATEJ AT GRADE TRAMPOLINE `` / ` OUN� NNIS COURT AC N CMF
CONC. � ,
STONE C Rv WAU GENERATOR5. 1 m
PROP' I � U/G STEPS CON
LUFFsZ I s= TANKANE—O CONC• FLET' W� PANELL �'/ TOP OF SETBACK
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FROM
j UPLAND LOT COVERAGE PROPOSED LOT COVERAGE
M I "H( UPLAND AREA 31,078 sq.ft. UPLAND AREA 31,078 sq.ft.
I
$78.36,50 HOUSE 3163 sq.ft. EXIST. HOUSE 3163 sq.ft.
Z I DECK 1501 sq.ft. EXIST DECK 1501 sq.ft.
I meq.ff. EMST. COURT 1500 sq.ft
cMF N/0/F LOT 20 off•
4664/31078 = MOX
I JAIME SANTIAGO,AACO KEY PROPQSED�-WX,2Q' ROOFTOP POOL
SAN NO,�AgDt71,OlY4l+ T COVERAGE
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NANCY • = REBAR 6j 1 784
ELEVA77ONS REFERENCED TO NA VD 88 ® = WELL
LOT NUMBERS REFER TO "MAP OF NASSAU POINT CLUB PROPER77ES AMENDED = STAKE
MAP "A" FILED IN THE SUFFOLK COUNTY CLERK'S OFF7CE AS FILE MAP NO. 156. ° .< , 4 4/5 NO. 49618
= TEST HOLE /� �+//�� �• J�SUf VE P.C.
ANY AL7ERA77ON OR ADDIT70N TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF AREA - 40.910 80. r 1 . �7_;���—
7HE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. 0 _ PIPE TO TIE LINE P ;Q'�,502 FAX (631) 765-1797
ALL CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF cam,
SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE SIGNATURE ■ MONUMENT �l+'E� R S7REET
APPEARS HEREON.
-, N.Y. 11971 15-135
0
0 A" O, OPOOLS
INV M ,
Contractor's Package
What our Price Covers: 2
Base/Foundation Dimensions: 3
Drainage Install: 5
Crane-lifting the Modpool: 7
Electrical and Gas Locations: g
Electrical Requirements: 9
Plumbing Layout Configurations: 15
Gas Line Connection Steps: 19
FEB 1 2 2020
1
What our Price Covers:
Modpool & Delivery
• When you purchase your Modpool,the price includes your product as well as shipping to your
curbside(or as close as we can get based on road access).The Modpool arrives on a 53'flatbed
truck. It can stop on the road or enter an access point to your property.
Here are the dimensions of the truck:
Length: 60'
Width: 8.5'
Height: 10'
• Alternatively, if you determine that a 60'truck cannot access your property,we can deliver
directly to your crane yard. From here,you/your crane company can transfer it to a smaller
truck.The crane company is hired directly by the Modpool owner.
• We can ship(upon request)on smaller than 53'trucks, however,the smaller trucks come at a
higher cost than the original quote.
• In summary,our price covers the Modpool and delivery to your curbside,crane yard,or closest
feasible location.
2
Base/Foundation i ensi ns
1. Please select your Modpool size for your base/foundation dimension
2. Select your subcategory of base type
Note-if you have a custom length,we want to see your footing be at least 12" longer than the length of
your Modpool
12'6" Base Dimensions Options:
❑ 12'6" Modpool I Compacted Gravel Base
o Length: 13'(16'6"if accounting for mechanical room space as well)
Width: 9'
Height: 8"
❑ 12'6" Modpool Concrete Pad
o Length: 13' (16'6" if accounting for mechanical room space as well)
Width: ' 9'
Height: 5"
Please dig 3"deeper for the concrete's gravel foundation
20' Base Dimensions Options:
❑ Standard 20' Modpool I Compacted Gravel Base
o Length: 21'(24'6"if accounting for mechanical room space as well)
Width: 9'
Height: 8"
❑ Standard 20' Modpool I Concrete Pad
o Length: 21'(24'6"if accounting for mechanical room space as well)
Width: 9'
Height: 5" .g
Please dig 3"deeper for the concrete's gravel foundation
❑ Widened (11'8") 20' Modpool I Compacted Gravel Base
o Length: 21' (24'6"if accounting for mechanical room space as well)
Width: 12'6"
Height: 8"
❑ Widened (11'8") 20' Modpool 'I Concrete Pad
o Length: 21'(24'6" if accounting for mechanical room space as well)
Width: 12'6"
Height: 5"
Please dig 3"deeper for the concrete's gravel foundation
3
a °
40' Base Dimensions Options:
❑ Standard 40' Modpool I Compacted Gravel Base
o Length: 41'(44'6" if accounting for mechanical room space as well)
Width: 9'
Height: 8"
❑ Standard 40' Modpool I Concrete Pad
o Length: 41' (44'6" if accounting for mechanical room space as well)
Width: 9'
Height: 5"
Please dig 3"deeper for the concrete's gravel foundation
❑ Widened (11'8")40' Modpool I Compacted Gravel Base
o Length: 41' (44'6" if accounting for mechanical room space as well)
Width: 12'6"
Height: 8"
❑ Widened (11'8") 40' Modpool 'Concrete Pad
o Length: 41' (44'6" if accounting for mechanical room space as well)
Width: 12'6"
Height: 5"
Please dig 3"deeper for the concrete's gravel foundation
4
Gas Line Connecting to (Natural Gas/Propane
1. Starting from the Heater Gas Valve, use a%"pipe or hose.
2. At the union connect a 1" hose running to a 1" regulator
3. On the other side of the 1" regulator,connect a W flex hose at high pressure.
4. Run that W flex hose to your meter(maximum 75ft)
-If the gas line run to the meter is>75ft,you may need a larger gas line,or
to convert the gas supply to high pressure gas. Rely on the expertise of a
plumber/gas fitter for this.
5. If the gas vent is covered (likely by decking),it is recommended that your
plumber run venting elsewhere to exhaust into open air space.
20
Drainage Install
When installing you Modpool in-ground or partially in-ground, we require big-o type drainage system.
Please always have your pool filled with water before back filling against your pool.
Supplies:
• 4" Diameter Big-0 Piping or Perforated PVC
• Gravel Fill
• Building Wrap/Vapor Barrier
• Sump pump (if needed)
Installing
You will need the big-o or perforated PVC to run along the perimeter of your pool where you can have a
drain pipe leading away to a storm drain or dry well. Or you can install a sump pump.
If using a gravity lead drain system (the labelled drain pipe) please have a professional install this.
Big O Piping
Or
Perforated PVC Piping
i
Drain Pipe
(Can be on any side)
1) Use a vapor barrier(or building wrap like Tyvek)to wrap the exterior portion of the Modpool
that will be underground.
2) Install the pipe drainage system.
3) Backfill gravel in the space between the pool and the dirt so that water can travel to the draining
pipe.
5
Building Wrap
I
Gravel Fill
I
I
Big O Piping
or
Perforated PVC Piping
lit 8'of Compact Gravel
or
4'Concrete Slab
This system allows any rain water and splash from the pool to drain through the gravel, into the pipes
below, and out to a drainage system to avoid flooding the ground dirt.
* * * IMPORTANT NOTE * * *
For in-ground/partially in-ground installations, make sure you leave
enough room with your"dig out"to allow for access to the mechanical
room. Each door is 4' in length, extending the length of your needed
access space by an additional 4' if fully open. Most clients choose to deck
over this access pocket as shown below.
L
41
.i�
6
Offloading the Modpool - Crane and Forklift
Please check with your local crane contractor on their requirements for ground and air space
clearing. Crane companies should be willing to provide you with a free quote for this job. IF the
property is flat enough, and has wide enough access to go arond the home,a heavy duty forklift can
be used for offloading as well.
Note that having a cover will extend the width of the Modpool in the area that the cover box is fixed.
Contractor's confirm dimensions with the signed drawings from your client.
Anchor Points
Anchor points from the original container structure have been left untouched. So the crane can
easily use these 4 corners (in the diagram below).
***To avoid damaging the coping of your Modpool, ensure that the crane operator uses a s rp eader
bar and soft straps when lifting the pool***
Anchor Points Highlighted in Yellow, forklift slots pointed to in Red
4
i
Modpool Size Approximate Dimensions Approximate Dry Weight
12'6" 1 12'6" x 8'3" x 4'7" 4,000-6,000 lbs
20' 20' x 8'3" x 5'2-3/4" 7,000-9,000 lbs
20'x11'8" i 20' x 12' x 5'2-3/4" ' 10,000-11,500 lbs
40' 1 40'2" x 87" x 5'4-3/4" 15,000-17,000 lbs
40'x11'8" ': 40'2" x 12' x 5'4-3/4" f 18,000-19,500 lbs
7
Electrical and Gas Locations
Trenches will need to be dug to the electrical and gas merchants.
If the gas vent is buried for an in-ground installation,your plumber/gas fitter will need to "chimney" up
to above ground upon install. Consult your local municipality for building codes regarding proper gas
exchange.
Gas Vent, Inlet, and Electrical Merchant Elevation
C11I
I
i
0
VENT AND INLET
CTRICAL MERCKW
*Approximate measurements*
GAS VENT AND INLET
CV
i r
O
:-
.= CV
o O
2'-1 1/2"
ELECTRICAL MERCHANT
-0 1/2
8
Electrical Requirements
Please note:
• All pools require a minimum designated#6 ground wire attached to supplied grounding lugs on
the four corners of pool
• All wiring must be done by a qualified electrician to your local electrical code
Connect here with
#6 Copper Bonding
Wire
BONDING LUGS
Pentair Pool Control Panel (side view)
6 Electrical Combinations Based on how your Modpool was Designed:
Gas Heaters
1) Standard Modpool
One 40A, 120/240V GFCI breaker to power pump
9
R� o For#1 Standard
Modpool:
i Connect Here
r
Equipment Breakers
Pentair Pool Control Panel(internal view)
2) Modpool with Fastlane Feature
One 60A, 120/240V GFCI breaker to power pump & Fastlane
3) Modpool with Fastlane Feature & Electric Cover
One 60A, 120/240V GFCI breaker to power pump & Fastlane
One 15A, 110V GFCI breaker to power Electric Cover
Electric Heaters:
4)Standard Modpool
One 80A, 120/240V GFCI breaker(which we supply)to power pump
5) Modpool with Fastlane Feature
One 100A, 120/240V breaker to power pump & Fastlane
(no requirement for breaker to be GFCI)
6) Modpool with Fastlane Feature & Electric Cover
One 100A, 120/240V breaker to power pump & Fastlane
One 15A, 110V GFCI breaker to power Electric Cover
10
For tt1-6 Modpool
Configurations:
Connect Here
PAN'ct
4
r'.Ef QEF
f�iw
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r
i��.:
Breaker Panel(closed)
11
Electric Cover Requirements
• A separate 15A, 120V GFCI circuit needs to run from the electrical panel to the desired location
of the control key pad for the electric cover.
• *Note to Contractor and home owner* - NEVER close the cover if the Modpool is not filled with
water. It is designed to be weight supported by the water underneath.
r Power connections from
electrical panel
Control& Power going
•1
/ to cover motor on
i& Modpool
t !
Backside of Keypad
Circuit Diagram:
Stsndud AU Weather Boot
1 — —— —— — — ——— _—
1
i COVERSTAR
PW caro Cantu, 1
vai - - - - - - 1 PN A2463 i MO
House Breaker
Panel
CVRIper' -
-�� atK, Electric Cover
S 1
Panel g ' -_, 3 Wire MOWS
m " S' ' • """"" Motor on Pool
aLL coo _-+_ upCVR(lLUEI----- 1
� I GND(ORN, 1
i
1 ------- 1_, 1
I- - - - - - - - - - - - - - -
Keypad
• A 3-conductor wire needs to run from the key pad to the electric cover motor on your Modpool.
12
�f
Electric Cover Motor
Red: Directional Connection on Modpool
Green: Ground
White: Neutral
Black: Directional
Please note the following:
Key pads have a built-in lid and need to be mounted on a weather proof box on a desired location. We
recommend a Scepter brand F.D. single gang box.
13
Keypad&Parts
Solar T Connection
e�r.nw
i
♦ r_
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Circuit Board in Pentair Panel `
Connect Temperature
Sensor Here
14
Typical Plumbing Layout Configurations (can vary based on pool
specifications):
1. With UV Water Sanitation System
Chlorinator
(optional)
Sediment
Filter
- Heater
Pump
(2-3 minutes �. I
to stare) Uv tight
2. With UV Water Sanitation System
and Automatic Chemistry Management System
(In some counties, per code, it is required that the Autochem be placed outside the
mechanical room)
15
x
PSI-4
Control
' i> Panel
i
1 .
Intellichem Intellithem Tanks
Control Panel (pink=acid,
yellow=chlorine)
16
3. With UV Water Sanitation System,
Automatic Chemistry Management System
and Fastlane
a. (Full View)
Fastlane
Control
Panel&
Hydraulic
Pump
Oil Tank
for Refill - .
17
b. Side View of Automatic Chemistry Management System Arrangement
(In some counties, it is required that the autochem be placed outside the mechanical
room)
:1111110:
■p■
T,
Intellichem Tanks
(pink=acid,
yellow=chlorine)
18
Gas Line Connection Steps:
Gas Line Side View, Internal
t :
U"Line
1"'Gas
Line
Gas Line Front View, External
Heat Vent
l rrrrrrr r r r rw r,ac
1"Gas
Line
t
19
NAME
r
GENERAL NOTES
PROJECT TITLE:
1.0 GENERAL
1. THE COMPLETED POOL STRUCTURE INDICATED ON THE STRUCTURAL/FABRICATION DRAWINGS HAS BEEN DESIGNED IN SUBSTANTIAL CONFORMANCE WITH
THE 2019 INTERNATIONAL BUILDING CODE.
2.STEEL FABRICATION SHALL CONFORM TO AISC CODE OF STANDARD PRACTICE.
3.WELDING SHALL CONFORM TO A.W.S D1.1 BY FABRICATORS QUALIFIED TO AISC CODE OF STANDARD PRACTICE BY A.W.S
4.POOL STRUCTURE SHALL BE SUPPORTED BY 5"+CONCRETE SLAB ON COMPACTED STRUCTURAL FILL,OR DIRECTLY ON COMPACTED STRUCTURAL FILL
WITH MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1500 POUNDS PER SQUARE FOOT.ALL CERTIFICATION OF SITE SOIL CONDITIONS SHALL BE BY
OTHERS.
S.SUBSTITUTION OF INDICATED MEMBERS MAY BE PERMITTED WITH THE PRIOR APPROVAL OF THE ENGINEER. SUBSTITUTED MEMBER SHALL HAVE EQUAL OR
HIGHER STRENGTH AND STIFFNESS.
6.SITE INSTALLATION AND OPERATION OF POOL STRUCTURE SHALL COMPLY WITH ALL CODES,BY-LAWS AND REGULATIONS OF AUTHORITIES HAVING
JURISDICTION.
7.TOP RAIL SHALL BE MINIMUM HSS 6X2X3/8"UNLESS NOTED OTHERWISE.
2.0 PRODUCTS
1.STEEL SHALL CONFORM WITH THE FOLLOWING ASTM GRADES:
a) HOLLOW STRUCTURAL SECTIONS A500 GRADE B
b)STRUCTURAL BARS AND PLATE A36
c) MISCELLANEOUS STEEL A36 DRAWING TITLE.
2.SHIPPING CONTAINER:TO MEET ISO 1CC AND ISO/TC-104 SPECIFICATIONS FOR STANDARD STEEL DRY CARGO CONTAINERS.
3.BOLTS:MINIMUM''/:"DIAMETER TO ASTM GRADE B7.
4.WELD ELECTRODES:E70XX
5.PLEXIGLASS(IF APPLICABLE):STANDARD ACRYLIC MOLDING CONFORMING TO ASTM D790 WITH MINIMUM FLEXURAL STRENGTH FB=16,000 PSI AND TENSILE
STRENGTH FT=10,500 PSI
3.0-EXECUTION
1.WELD ALL CONNECTIONS WITH CONTINUOUS FILLET WELDS 1/16"LESS THAN MATERIAL THICKNESS,BUT NOT LESS THAN 3/16" UNLESS NOTED
OTHERWISE. ALL EXPOSED FILLET WELDS TO BE SMOOTH,AND BUTT WELDS TO BE GROUND FLUSH.
2.PREPARE STEEL SURFACES FOR PAINTING TO SSPC SP-7.
3.PROVIDE SEAL WELDED,MINIMUM 3/16"CLOSURE PLATES,AT ALL OPEN ENDS OF HSS OR PIPE MEMBERS,U.N.O.
4.NO FIELD CUTTING OR ALTERATION OF STRUCTURAL MEMBERS SHALL OCCUR WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER. DO NOT FIELD
BURN CONNECTION BOLT HOLES UNLESS APPROVED IN WRITING BY THE ENGINEER.
5.ALL WELDS FOR TOP RAIL SPLICE/CORNER CONNECTIONS SHALL BE FULL PENETRATION BUTT WELDS.
REV DATE
DATE'
SCALE. SHEET NO.
as shown