HomeMy WebLinkAbout41930-Z �o�gUVF04CdG� Town of Southold 10/18/2019
P.O.Box 1179
a -
o • 53095 Main Rd
'1.ayal 9ao� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40776 Date: 10/16/2019
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 15919 Route 25, East Marion
SCTM#: 473889 Sec/Block/Lot: 23.-1-8.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/22/2017 pursuant to which Building Permit No. 41930 dated 8/29/2017
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:
accessoryground swimming pool with surrounding deck, storage closet and outdoor shower, fenced to code as ap 1p ied
for.
The certificate is issued to Franco,Edmond
J
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41930 6/16/2019
PLUMBERS CERTIFICATION DATED 9/27/2019 Geo Fredrick
u 0 ' d Signature
o�S�FFat�-coTOWN OF SOUTHOLD
BUILDING DEPARTMENT
CA s 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#: 41930 Date: 8/29/2017
Permission is hereby granted to:
Franco, Edmond
20 E 9th St Apt 11 B
New York, NY 10003
To: construct accessory in-ground swimming pool with surrounding deck as applied for
with flood permit per Trustees & DEC approvals.
At premises located at:
15919 Route 25, East Marion
SCTM # 473889
Sec/Block/Lot# 23.-1-8.1
Pursuant to application dated 8/22/2017 and approved by the Building Inspector.
To expire on 2/28/2019.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO - SWIMMING POOL $50.00
ACCESSORY $496.80
Flood Permit $100.00
6Total: $896.80
1
Inspector
g60L -
Form No.6 ,� I)ONAAC/S
TOWN OF SOUTHOLD Z c cF6 Qn
BUILDING DEPARTMENT lG
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.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: [--a t 4 IVCL, A!
House No. 99 Street Hamlet
Owner or Owners of Property: f1 G �Fa4N%_L® _
Suffolk County Tax Map No 1000, Section 2 Block d t -Lot-
Subdivision Filed Map. n Lot:
Permit No. q r �g 3 Date of Permit. Applicant: I`b�� 0
Health Dept.Approval: `--' Underwriters Approval: l !?y s 1st
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signat�L
®��®F sov��®�
Town Hall Annex AL JIL Telephone(631)765-1802
54375 Main Road CAFax(631)765-9502
P.O.Box 1179 G Q
Southold,NY 11971-0959 ,c® �y�pyg �® roger.richert(a�.town.southold.nV.us
Cot
BUELDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To- Edmond Franco
Address: 15919 Route 25 City: East Marion St: New York Zip: 11939
Building Permit#: 41930 Section: 23 Block: 1 Lot, 8.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Daniel Wilcenski Electric License No: 4723-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor Pool X
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: In ground swimming pool to include, bonding, 1-pool pump, 1-heat pump,
4-GFCI circuit breakers, 1-GFCI recpticle,salt generator,low voltage pool lights.
Notes:
pool and enclosure-4-lights and 3-GFCI recpticles.
Inspector Signature: Date: June 19 2019
81-Cert Electrical Compliance Form.xls
pf SO!/T�,o
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G
Southold,NY 11971-0959
Sf��®UNTY,�� -' -
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: 2/_ltq
Building Permit No. / rs
�)
Owner:-- 6&v"-d)V'_C a(Lm"Ge)
(Please print)
Plumber:
ease print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
umbers Signature)
Sworn to before me this ��
day of VIA 20
ROBERT F MARKS
NOTARY PUBLIC-STATE OF NEW YORK
No.01 MA6364702
Qualified in Suffolk',County
My Commission Expires 0 .18-2021
Notary Public,. �����1k _ county
SOUlyo
o l
� o
N o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INS ECTION
[ FOUNDATION 1ST "" [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) , [ ] ELECTRICAL (FINAL)
REMARKS: Ml✓ �-/
1)
DATE
INSPECTOR
��pE SO�jyo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INS-PECTION
[ FOUNDATION 1 ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING-/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
e �REMARKS:
DATE 'J Y'7 Y� b INSPECTOR
�O�aOP SOUlyolo
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I SULA ON
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: ��t/IM, lS(4k CA"
61111 1 'CSV V �i
"Ita If*
S ..
DATE INSPECTOR
-L
i
1 f 4�6) OE SO(/T�O
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ccourm,N�'' 765-1602
: INSPECTION
[ ] FOUNDATION 1 ST " [ = ] ROUGH PL13G.
[ ]
FOUNDATION-2ND [ - rSLATAIOWC UTIECTION G-
FRAMING /STRAPPING [ NAL
[ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY
[ ] FIRE RESISTANT CONSTRUCTION [ '] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
` ✓ 94,)
DATE D O INSPECTOR
1
•
UFAMAN
AGI '.c15W*
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37
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OF
TOWN BUILDING PERMIT APPLICATION CHECKLIST
LD
BUILDING DEPARTMENT
TOYYN&LI, Do you have or need the following,before applying?
Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-95022 Survey
SoutholdTown.NorthFork.net PERMIT NO. 3- Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
,q� ,F,lood Permit
Examined ,20 �.;C� i SLgl eparate
V Sto - r Assessment Form
. s
AUG 2
Approved 2011 Mail to:
Disapproved a/c B DDJ(;DEP • (>
'OWN OF SOIPITI &Lge: LQ J `"
Expiration ,20
—lq
B in spector
APPLICATION FOR BUILDING PERMIT
Date_ 0' , 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. �--
(Signature of applicant or name,if a corporation)
C
�CDZPJ 12�7a4t,
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises
v
(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
/ propose work will be done:
cl A
House Number Street ' ; " .'l :" ra Hamlet
�i. ,� 1.. !il 't? ,•\iii 1Y`f� 3.5,�
County Tax Map No. 1000 Section ,,-Block,. ' I Lot_ l
•• J
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 l do 5.,e
b. Intended use and occupancy iL)/ 5yYtl29arr
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 dkelling 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 Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
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 Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address 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
* 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 OFA
Q l t C- (ZxS (e-- being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the VL n Ql en i
�C&itraaor,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.
Swo to before mes
day of 20
ETSY A.PERKINS
I,— (1-�/ ary Public,State of New York
ry Pub 'c Na.01 PE613 636 Signature of Applicant
Qualified in Suffolk Coun
Commission Expires July 18
pF SOUTyo
Michael J.Domino,President �� l0 Town Hall Annex
John M.Bredemeyer III,Vice-President 54375 Route 25
P.O.Box 1179
Charles J.Sanders C, Southold,New York 11971
Glenn Goldsmith ® �� Telephone(631) 765-1892
A.Nicholas Krupsld COMM�`C.v Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 8954A
Date of Receipt of Application: January 9, 2017
Applicant: Edmond Franco
SCTM#: 1000-23-1-8.1
Project Location: 15919 Main Road, East Marion
Date of Resolution/Issuance: February 15, 2017
Date of Expiration: February 15, 2019
Reviewed by: Board of Trustees i
Project Description: Conduct construction activities and land disturbance within
Trustees jurisdiction for a proposed swimming pool and pool deck; and to
construct a ±14'9"x26'10" deck connected to the seaward side of proposed pool
deck with 10' wide stairs to grade, and 6' wide stairs that lead down to pool
equipment storage area under the deck; install a 14'6"x15'6" trellis on deck; and
for a 3'2"x5'4" outdoor shower.
Findings: The project meets all the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code. The
issuance of an Administrative Permit allows for the operations as indicated on the
site plan prepared by Ryall Porter Sheridan Architects, dated December 21, 2016,
and stamped approved on February 15, 2017.
Special Conditions: None.
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code, a
Wetland Permit will be required.
This is Hoot a determinationany other agency.
"(K
Michael J. Domino,
President Board of Trustees
4( q 50
q, �-ti j
Michael J.Domino,President ��� so(/ly Town Hall Annex
John M.Bredemeyer III,Vice-President O� O0 54375 Route 25
Glenn Goldsmith y P.O.Box 1179
Southold,New York 11971
A.Nicholas Krupski �
Greg Williams � • pQ Telephone(631) 765-1892
a Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
#1601C Date: August 7,2019
THIS CERTIFIES that the construction activities and land disturbance within Trustees
iurisdiction for a proposed swimming pool and pool deck,• and to construct a±14'9"x26'10"
deck connected to the seaward side of proposed pool deck with 10' wide stairs to grade and 6'
wide stairs that lead down to pool equipment storage area under the deck,• install a 14'6"x15'6"
trellis on deck- and for a 3'2"x5'4"outdoor shower;
At 15919 Main Road,East Marion
Suffolk County Tax Map 41000-23-1-8.1
Conforms to the application for a Trustees Permit heretofore filed in this
office dated January 9, 2017 pursuant to which Trustees Administrative Permit#8954A
Dated February 15, 2017 was issued and conforms to all of
the requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is
for the construction activities and land disturbance within Trustees jurisdiction for a proposed
_swimming pool and pool deck; and to construct a±14'9"x26'1 0"deck connected to the seaward
side of proposed pool deck with 10' wide stairs to grade and 6' wide stairs that lead down to
pool equipment storage area under the deck; install a 14'6"x15'6"trellis on deck; and for a
3'2"x5'4"outdoor shower.
The certificate is issued to Edmond Franco owner of the
aforesaid property.
Authorized Signature
5jym wa-ky- 6�p
,pVtj tknd ,�_ 6P_# qjff ,�
Scott A. Russell
SUPERVISOR MA NA\(GIENUENT
SOUTHOLDTOWNHALL-P.O-Box 1179 O r rJ Town of Southold
53095 Main Road-SOUTHOLD,NEW YORK 11971O/ �Y(U
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
I)® THIS gIS PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No
❑❑ A_ Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑❑ B. 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.
F1 F1 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ,
erosion hazard area.
❑❑ E. Site preparation within the one-hundred-year floodplain as depicted
❑❑ F. 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.
S.C.T.M. �= 1000 Date:
APPLICANT_ (Property owner,Design Professional.Agent.Contractor,Other) District
NAME Section Block Lot
�rmrl
{,t-IAR IiI'1LD1\G DL-:PARTMENT USE UNLY x '
Contact lnfornutiort
T dcyA•rc�vmRr•
Reviewed By:
Date:
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — —
❑ Approved for processing Building Permit.
Stormwater Management Control Plan Not Required
❑ Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review)
FORM ` SMCP - TOS MAY 2014
°� 0 (01K1\ 1WA\� 1E)E,
S�ott� A. Russell X0ST
a��-�
SUPERVISOR � c4)_ N1A\\NA.GIEAWIEN F
so
UTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road.-SOUTHOLD,NEW YORK 11971 'fTown of Sola th o l d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
AUG a 3 Z011i ( TO BE COMPLETED BY THE APPLICANT)
-- --- ----- - - -- - -
-- — -- -- --
'--'-DOES- THIS -PROJECT ECT INVOLVIJ- ANY---®1F--- THE—lEOLLOWING. - - -
Yes No (CHECK ALL THAT APPLY)
❑[9A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material -
within any parcel or any contiguous area.
❑QAC_ Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
M D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
OF] F. 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. 1 000 Date
l Dotrict
NAME: zl �% (� a ! �� ^�7
Section Block Lot
6gnalufri -F'k=mac ,,
�j &,_S
FJR P-;Li LDING DEPARTMEE INT l L: ONLY
Contact Informatiort / r -7
Reviewed By: 3)
Date. i L /-7
Property Address / Location of Construe Ion Work: — — — — — — — — — — — — — — --- —
❑ Approved for proces�tng Building Permit-
y�l /fir S ormwater Management Control Plan Not Required
�/ — — Stormwater Managcment Control Pian i�Rcquilid
(Forward to Engineering Department for Review)
FORM SMCP - TOS MAY 201Q
i
APPLICANT 7'� ri
Wroporry,Owner,Design Professional,Agent,Contractor,Other) S,C,T.M, #' 1000
D.--
�ps> k CHAP i ER 23 6
�
. 1 Stormwater )Management Control PIan CHECK LIST
NAME p(, � Section Block Lot 7 S M C P -Plan Requirements: Provide OI E co of the Building Permit Application,
q PY g PP
Date: do * The applicant must provide a Complete�Explanation and/or Reason for not providing
e 7 "`!f ✓ of d all Information that has been Required by the following Checklist!
I A Site Plan thrown to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please ProvidttMVaaVm show all of the following (terns; If you need additional room for explanations, Pl
a. Location & Description of Property Boundaries D
b. Total Site Acreage, O
c Existing - Natural & Man Made Features within 500 L.F, 0
of the Site Boundary as required by §236-17(C)(2).
d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, =F7D= She!' include but nut Qe
e, Limits of Clearing & Area of Proposed Land Disturbance. lml Ie o: fl ��
f, Existing & Proposed Contours of the Site (Minimum 2'Intervals) [7� on rue oto Entrance, TE)VV:N OF
g. Location of all existing & proposed structures, roads, Wit e Mcked SIRencing, stabilization &
driveways, sidewalks, drainage improvements & utilities. Seeding of expose and or inactive soils.
h. Spot Grades & Finish Floor Elevations for all existing & i
proposed structures,
1 Location of proposed Swimming Pool and discharge ring. !
j, Location of proposed Soil Stockpile Area(s), 0 v
k, Location of proposed Construction Entrance/Staging Area(s), O !
I. Location of proposed concrete washout area(s),
in Location of all proposed erosion&sediment control measures,
2. Sto,mwater Management Control Plan must include Calculations showing
that the stoi mwater improvements are sized to capture,store,and Infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 Inch
i
rainfall /storm event. DRAINAGE INSPE i
3 Det,iils&Sectional Drawings for btormwater practices are required for approval, OrltaCt TOS Eh
Items requiring details shall include but not be limited to; Backfill, OR Pr ' ! efore
a. Erosion & Sediment Controls. 0 at the d e ► ication
b, Construction Entrance & Site Access. 0installed to Cod
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) O� I
d, Leachinq Structures (e,g. infiltration basins,swales,etc.)
I'OR LNGINI-:I-MING USE ONLY
Additional Information lis Required.
Reviewed & I ® Stormwater Management Control Plan is Not Complete.
,APPi'ovedBy: - - - - - - - - -, — — — — — — — — — — — —
Stormwater Management Control Plan is Complete.
Date. I SMCP has been approved by the Engineering Department.
1 P
FORM " .SWCP Check List - TOS MAY 2014
Aft
` ,eARTMENT OF ENVIRONMENTAL CONSERVATION �i
,a-04513
PERMIT
Under the Environmental Conservation Law CL
Permittee and Facility Information
Permit Issued To: Facility:
EDMOND FRANCO FRANCO PROPERTY
20 E 9TH ST 15919 MAIN ROADISCTM 1000-23-1-8.1
APT 11B EAST MARION,NY 11939
NEW YORK,NY 10003
Facility Application Contact:
PATRICIA C MOORE
51020 MAIN RD
SOUTHOLD,NY 11971
(631) 765-4330
Facility Location: in SOUTHOLD in SUFFOLK COUNTY
Facility Principal Reference Point: NYTM-E: 724.702 NYTM N: 4557.498
Latitude: 41'08'15.7" Longitude: 72'19'21.9"
Authorized Activity: Construct new garage,pool, deck and drywells 75 feet landward of the wetland
boundary. All work must be done according to the plans prepared by Ryall Porter Sheridan Architects,
last revised 3/2/2017 and stamped NYSDEC approved 3/17/2017.EEH. (DEP-ARNO)
Permit Authorizations
Tidal Wetlands -Under Article 25
Permit ID 1-4738-04513/00001
New Permit Effective Date: 3/17/2017 Expiration Date: 3/17/2022
NYSDEC Approval
By acceptance of this permit,the permittee agrees that the permit is contingent upon strict
compliance with the ECL, all applicable regulations, and all conditions included as part of this
permit.
Permit Administrator:MARK CARRARA, Deputy Regional Permit Administrator
Address: NYSDEC Region 1 Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Stony Brook,NY 11790 -3409
Authorized Signature: Date /
Page 1 of 6
Edward Armus Engineering, PLLC
36 Deer Run Water Mill, NY 11976
631-804-6267 ed@armusengineering.com
August 25, 2017
Edmond Franco
15919 Main Road
East Marion, NY 11939
C/O Will Robinette
212 254 1175 (email:will@ryallporter.com)
RE: Franco House, 15919 Main Road, East Marion
Proposed Swimming Pool AE Zone Stability - -
The proposed swimming pool for the Franco residence is set in the west side yard. According
to FEMA Firm maps, the western side of the proposed pool is set within the AE11 flood zone.
The proposed pool foundations and structure provide sufficient ballast to resist the potential
buoyancy and movement during a flood event.
Thank� � Yl, .
W f ��
Edw rd rm
Edward�Armus Ergi , PLLC
-
`0 PROFE�'
d
AUG 2 9 2011
BUU,DIIO DEPT-
TOWN OF SOOLD
Page 1 of 1
pF SOI�p�,ol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G • Q
Southold,NY 11971-0959 Q
BUILDING DEPARTMENT
September 6, 2019 TOWN OF SOUTHOLD
Patricia Moore, Atty.
51020 Route 25
Southold, New York 11971
RE: Franco, 15919 Route 25, East Marion
Note:$16.20 due for"as built" '/ bath
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802)
A fee of$50.00.
wo"'
e i Ith a nt A val. d61 �Ir4qlolq
Plumbers Solder Certificate or Pex Affidavit
Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Final Landmark Preservation approval.
Final Elevation Certificate required.
Final Storm Water Runoff Approval from Town Engineer
Spray Foam Insulation certification from a NYS licensed architect or
Engineer
BUILDING PERMIT: 41930-27 swimming pool, deck & "as built" half bath
FRANCO
POOL BARRIER KEY
' n 5 Tax Map 41000-23-01-10.1 POOL & DECK
____-
------------------ POOL CODE FENCE 3 6 LAND NOR OR FORMERLY OF�/ ,.-----—- —-- JEANNINE T. JAYNE___ _ _
SOLID POOL CODE BARRIER MIN. / �
MEETS & BOUNDS BY: -- -- ----- ----- - ---------------- ----------- --- ,
- ------------- ------
4'0"ABOVEADJACENT GRADE COASTAL EROSION HAZARD LINE / / / / — -- -----_ ---- --- — �__.__-------- '---`-`---`-' 12
JOHN MINTO LAND SURVEYING -- — ----� ------
\ 15919 Main Road
FEBRUARY, 20117 _-=____— ------ ----------
j �/ I ( / �/ _�--- _—r-���- si3°s7'301T ---- /'s,.� -- East Marion, NY 11939
3 -- -�.'�-.�+-I , / / °� /14 �\ ---- --- -- - - -- - - -- --- -- - - - - 267.39' s21 -- .�.. _•. _ _ '-
14 _J_ - DEED 309.00'
EXIST GRAVEL DRIVEWAY / ACTUAL 308.49'
-•1'•
° t5o I �1z.9o' —- I \ TO REMAIN -- — —_— 1011W
- ` --- --- s� z, 'IES 1 --------- - - -- ----------
I
---- N21 REVISION
REVISION DATE
I-
r- _ .
t I 4 II ---- 1 EXISTING�/ I 119.29' —_ ---_—-- _— 150.19' I REVISION 1
Tax Map #1000-23-01-9 WELL ' N13°57'30"W 1 17.08.25
LAND NOW OR FORMERLY OF z I I I I I I I 20'-°"SIDEYARD SETBACK ____ ___----•-� /
LINDA A. PIEKARsxI - - J D'2AINAG�IIL' .Pt' •TIO�lSARE REGIUIRED
0 LU Contact TOS i. i erin et 765-156�o before
pw EXIST PROP. / ' � 9
5 1,
4 I I I 1 1 GARAGE GARAGE ; AP RO ED AS NOTED t3tickfm,O:'1 P )vl ,Engineer's Certification
6 B 6 I I I I I ' 1 I I I 6117«t11n'dein- z*r-r
5 6 � 7 � � ` :\ '.I 1 � 1 , ' '�be^n in_.�...^d to Code.
DATE: B.P.#
PROP WD DECK.—\. \I —•. ---\ 290.00'
S18
. i
FEE: I BY
NOTIFY BUILDING :
ARTM AT— 74 14 GE� -
\ \ 765-1802 8 A TO 4 P FOR THE :L C'!'R!O!�!
— ' \ NCLU... a
li + \ I I I ' EXISTING SEPTIC \ I EXIST ' ! r o i T ^ E _
----- --- I so'o r FOLLOWING INSPECTIONS: INSp : --T OSI REQUIRED UPS; SDE
- `
I ---- -------------I----- - ------------------------------ II \ ,� Im'q a N 1. FOUNDATION - TWO REQUIRED :)tV
\ ' II- TO REMAIN HOUSE
�x FOR POURED CONCRETE
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DECK i� 3. I a m 1
"
o 13 \\I a 3. INSULATION
1 I POOL TE z z 4. FINAL +'';: ON MUST
- i
/ I PROP. I / BE COMP L P'�) s C.O.
POOL SPECS
1 ADDITION �. .. _ a� '°a ALL CONST .. :; �� SHALL MEET THE °
ME
TIE LINE ALONG APPARENT 4 t El
HIG�I WATERMARK ON 10/'14115 I I / 1 \ \ ;, PROP WD
. ° 00',.• LAND RESId YORK SIZE.. Co ,I,. ,
/ •,._• 00 WET I \ �_. DECK I REQUIREMEN,S OFTHECODESOFNEW ,t�:-.3 ••� ',,;,-•
u:, .,H CHA TE9148
of
W :
ECCE SE ASK LIN �.
STATE. NOT RESPONSIBLE FOR 15'-0"x 40'-0 FLOCI P IIDAl,hAG:'"
pr'
EVr..zDESIGN OR CONSTRUCTION ERRORS.1-0"(+14'-0"ASL)PROP POOL SOUTHOLD TNN CCt.'•
30l�
10--' -�- -- 'I 15'X40' TEST M'POOL DECK FFE AREA
-. , HOLE
600 sf
COMPLY WITH ALL CODES OF
__ _� �. �- PROP I NEW YORK STATE & i ON1N CODES 20,200CAPACITY
NOTE: POOL& POOL-DECK , ; 'COVERED \ gallons
.I I TO BE STRUCTURALLY
INDEPENDENT OF HOUSE& _ -1-U."
I I IONS OF
I / ` ` � ; �I AREA OF WORK AS REQUIRED AND Cr`�iDIT
I 1 / ITS ADJACENTDECKS �. �1 THIS PERMIT DEPTH
/`: / 50'WETLAND POOLS \ \ \ \ uv, Sloping from 3-6 to 5'-6
i I I / t t ., ..� ,�.. -.,
.. ._, SETBACK LINE
' / ..�r .: - = \ \ \ POOL DRYWELL-1 � I w .- I , I RD
Z z II I I I I / P I .„ O A FINISH
-- -- ---------
--' --\- \ .. \ \'
, Ivl t
' do
Marble dust steel trowel finish
, color TBD
--------------- ------------ PROPERTYLINE
----------------------
----- J------- Tax Map #1000-23-01-11.3
25-0"SIDEYARD SETBACK O------ LAND NOW OR FORMERLY
GN.Y.S.DC WATERLINE
p JOYCE A. 6x6 Porcelain Pool Tiles TBD°_
II t f 7 6 5 I _ -----\ ---- \ - -\- .\\ EXISTGRAREMARIVE Y - w FILTER
5. 6 I / / / ---- _—_-- \ -\ ea NN°06'30"w TO EL •—__-- N21°21'10"
r _.— Sta-Rite System
Tax Map #1000-23-01-8.2
500.4' OCCUR! ,F �.. R
LAND NOW OR FORMERLY OF (�,1�1' ``V fY O' HEATER
i I I I 1 / � -
ELAINE PLANZOS & DENNIS P. COLAITIS Electric Heat Pump
Tax Map #1000-23-01-6.1
- ' AND WOR FORMERLY
FREDERICKDE LAVEGA & LAWRENCE HIGGINS USE IS UNLAWFULPUMP
N \NITHOUT CERTIFICATE Percode
Nr SANITIZING SYSTEM
POND
HIGH WATER MARK OF POND 01. O" "1ji' `� Jandy Aquapure Salt Water System
'
SITE PLAN ^�
) SITEN CONTINUED COVER
1 2 � Automatic
SKIMMERS
3
FILTER PUMP
HAIR &
HORIZ STEEL MEMBER CHILDPROOF SELF- 1 1/2"WASTE CATCHER LINT'
LATCHING DEVICE ON (4" MAX)
POOL SIDE 3 7/8" POOL 3 ENT
SELF CLOSING HINGE SKIMMER
_ I
SOLID WD I NEW
VERTICAL MEMBER I SINK
AAV
——----WATER-NNE—-
1.5"
GATE SWINGS OUT OF -
POOL AREA -
- 1.5" I NEW
EXISTING SEPTIC: SINK NEW
1000 GALLON SEPTIC TANK W/ 3) 8' WC
N z DIAMETER 4'DEEP CESSPOOLS
INSTALLED TO SUFFOLK COUNTY
r HEALTH DEPT SPECIFICATIONS BY 3"
°D o LATHAM SAND& GRAVEL, 2007. 1.5
co '
311 3..
C.O. '
.
FROM EXIST
DECK \ ,
TO EXISTING HOUSE
N SEPTIC 411 411
3 POOL FENCE & GATE DETAIL 4 SCHEMATIC PIPING DIAGRA,I/I 5 PLUMBING RISER DIAGRAM
NOT TO SCALE NOT TO SCALE NOT TO SCALE RYALL SHERIDAN ARCHITECTS
174 5TH AVENUE, SUITE 300
NEW YORK, NY 10010
646-809-4343 www,ryallsheridan.com
PROJECT#: 1515
�1�FtED qRc
DRAWN: WWR �jS. RY ✓tip�
PROJECT INFORMATION DRAWING LIST
CHECKED: WR
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PRINTED: 08.25.2017
ARCHITECTURAL �`�, 4
A 9Dg ESMas•Road P000 SITE PLAN, PROJECT INFO&DRAWING LIST 9�F o 01 500
East Marion, o 11939 A100 POOL&DECK PLANS SCALE: AS NOTED R N E�
A300 POOL&DECK SECTIONS
0
PROPOSED CONSTRUCTION: A301 POOL&DECK SECTIONS
New Pool, Deck&Equipment Shed AUGUST 17TH, 2017
APPLICABLE CODE: S3 SWIMMING POOL FOUNDATION &STRUCTURAL
X 2015 IRC as adopted by NY State S4 DECK FR MNG&PERGOLA PLANS
�AINING WALL PLANS SITE PLAN, INFO, DETAILS
2015 IECC as adopted by NY State
S5 SWIMMING POOL PLAN &DETAILS IECF=�'V[E
DRAWIN LIST
TOWN OF SOUTHOLD ZONING DISTRICT: D D
Q) R-80
4-1
v SUFFOLK COUNTY TAX# AUG Z g 2011
0 1000-23-01-8.1
�I LOT AREA:
�1 2.173 acres
TOWN OF SOU"iOLD Pogo
Ln
94,636 ft2
I•
POOL NOTES FRANCO
Pool shall have vapor retardant cover, HOUSE
Timer switches shall be provided on pool heater&pump,
Pool heater switch shall be readily accessible with circuit breaker independent of switch,
15919 Main Road
East Marion, NY 11939
REVISION DATE
2 2
A200 A200
III I I '
-------------- ---------------------- it
' I " FLOOR PLAN KEYNOTES
1 4
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I I
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10 9. SHADE PERGOLA ABOVE
10, WOOD PERGOLA POST
11, POOL PERGOLA WOOD POST
20
12, WOOD DECK OVER ROOF MEMBRANE EQUIP
SHED - PROVIDE ROOF DRAIN TO DRYWELL
13. WOOD SCREEN WALL
14, POOL EQUIP PAD
IL
15, TANKLESS HOT WATER HEATER - SHOWER
16. WOOD STORAGE SHELVING
11=d = 14'-6" 1'-0 15'-0"' 17, CONCRETE WALL
18. DECKING RAISED TO CONCEAL AUTOMATIC
3 POOL COVER
T.O.W. +3'-0" o I 1 0 19, SITE BUILT DOOR CLAD TO MATCH WOOD
014
(+18'-0"ASLSCREEN WALL13 (WITH HINGED TOP)
21, POOL BENCH
22, POOL DRYWELL
23, DRESSING AREA&OUTDOOR TOILET
24, TRACK ABOVE FOR SHADE CURTAIN21
A300 12 rr -9 ,
17 9 3FF
(+5' 9 ASL? T,O,W, +
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--------- - ---------- --_
------------------ ----------------------- NEW YORK, NY 10010
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15 4'-2" 15'-2' 17'-0" 11'-4" 9'-1111 PROJECT#: 1
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PRINTED: 07.18.2017
01,50
SCALE: AS NOTED Op NEW '40
& DECK PLANS
POOL & DECK PLAN
1/4"= 1'-0"
Uun -
1,4
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FRANCO
HOUSE
15919 Main Road
East Marion, NY 11939
(� REVISION DATE
t� 11
I
6 ! 8 12 10
II r
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_ _
-- ----- - - -- -__ POOL SECTION KEYNOTES
2 5 6
----- -- - --- - - — —. —.._— .— _ .—....—. — --- "— —... POOL DECK F,F.E,
IF
(+14' 0"ASL) 1• WOOD DECK OVER GRADE
{{ $ " 2. WOOD DECK ON SLEEPERS OVER MEMBRANE
1 I - j'` I I' ltl �i�ll�. �, rll
Z IIII _ I =
_ _ — _ — ROOFING
g
— III OOF G
o
_ 3. CONCRETE WALL
r 4. WOOD LANDSCAPE TIE RETAINING WALL
6
"o _ 5, WOOD&STEEL POOL BENCH
al P — — II — I—IIII— IIII — II —I
I I—��—I IIII 1=IIII=111 _— SII _ � - .- I I IIII IIII rrl I I =1i�1=111 � 6. WOOD-FRAMED SCREENWALL
I-11POOL EQUIP7, SITE-BUILT DOOR TO MATCH S
CREEN WALL
v ;;SHED �-� III— 8. WOOD&STEEL POOL GATE
-
-- ----- — ----
1 _
- -- -"— -- -- -- — — — — J EQUIPMENT SHED F,F,E 9. WOOD&STAINLESS STEEL CABLE GUARD RAIL
01 _
-8'-3" (+5'-9")ASL 10. POOL SHOWER
0 4
11, WOOD POOL PERGOLA FRAMING
12, WOOD POOL PERGOLA POST
13. FINISH GRADE
14. WOOD&STEEL POOL BARRIER
115. OPEN WOOD SHELVING W/STEEL SUPPORTS
16. WOOD LANDSCAPE TIE STEP
17, TRACK FOR EXTERIOR SHADE CURTAIN
18. COPING STONE
4 �WEST_SEO3 EAST WEST SECTION
1/4 = 1 -0 CTI
11
� 17
17 ;
6 6 � 12 10
i
I
0
411
-- — 5 - – -
CHANGING
-- --- -- -- - AREA
' 3 2 6
6
9
-- - --- --- - --- POOL DECK F,F,E,
1111 I= 1 -0 ( 14-0 AS )11 + " L- I II III I 1111 IIII IIII IIII I a_
IIII 1111 II II II III III 1111 1 1111 IIII IIII IIII 1111 IIII '�� a - "
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- _ 174 5TH AVENUE, SUITE 300
..a
HWH 15 NEW YORK, NY 10010
13
15 - 7 = 646-809-4343 www,ryallsheridan.com
-----------"---- ----- - 00- -
----- ----- -- -- ---- - - 4
711:1H
--III - �--------------SHED
__POOL EQUIP_ _ el =
IIIII= ` ; POOL EQUIP" 1=IIII—IIII—IIII IIII=IIII-1111 = " PROJECT 1515
- -- SHED --- — - 6gSHED 4 11 11 —...— ..—....—...—....—...—_.— ...—...—...—__—.._—....—....—__ _.—._—._—._— .—.__. .—._— ..—....— ..—._—._—....—._.—. —....—.._ — - _....—__— _— ...—...— — —EQUIPMENTSHEDF,F,E, - DRAWN: ��� PM . ��'
- - a — ASL �� o
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FRANC®
HOUSE
15919 Main Road
East Marion, NY 11939
REVISION DATE
11
I_
0
CD
--- 12 7
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14 18
STORAGE. SINK REF-, 2 _
POOL SECTION KEYNOTES
3 � I -��.
— — —
POOL DECK F.E. 1. WOOD DECK OVER GRADE
2
1'-0" (+14'-0"ASL) ROOFING K ON SLEEPERS OVER MEMBRANE
WOOD DEC
Lu cn
C N 13 3. CONCRETE WALL
> 4, WOOD LANDSCAPE TIE RETAINING WALL
Z O 15 5. WOOD&STEEL POOL BENCH
6. WOOD-FRAMED SCREENWALL
-
7 SITE-BUILT DOOR TO MATCH SCREEN WALL
Ili — - —1111_= =1111--ILII=III POUP
I = 8, WOOD&STEEL POOL GATE
-- OL EQ
IIII IIII--IIII---IIII-IIII-1111-�.��-1111-IIII IIII- _ �
SHED 9. WOOD&STAINLESS STEEL CABLE GUARD RAIL
EQUIPMENT SHED F.F.E.
10 POOL SHOWER
-8'-3" (+5'-9")ASL
11. WOOD POOL PERGOLA FRAMING
1=IIIIIIII--IIII=IIII=IIII----IIII—IIII—IIIIIIII—IIII=IIII—IIII=1111==1111- _ ; �. _
- 12. WOOD POOL PERGOLA POST
III 13, FINISH GRADE
14. WOOD&STEEL POOL BARRIER
= 15. OPEN WOOD SHELVING W/STEEL SUPPORTS
16. RAISED COVER FOR AUTOMATIC POOL COVER
W/STEEL SUPPORT ARMS. MATCH DECKING
17, CONCEALED AUTOMATIC POOL COVER
18, POOL CABINETS W/SINK, REFRIGERATOR &
STORAGE
91, POOL SEAT(FULL LENGTH)
20, POOL LIGHT(3)
NORTH SOUTH SECTION 21. EXPOSED CONCRETE WALL
3
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_ _— • EQUIPMENT SHED F.F.E.
-8'-3" (+5'-9")ASL DRAWN: WWR � N, S. RYq\y�j.
CHECKED: WR
PRINTED: 07.18.2017
1111=1111-1111= 1111=1111=1111 9,.�,"� �iSOA�o�,�
SCALE: AS NOTED
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POOL & DECK
SECTIONS
1 NORTH SOUTH SECTION
C6
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EDWARD ARMUS
ENGINEERING, PLLC
r.l
EDWARD ARMUS, PE
20' 36 DEER RUN
WATER MILL, NY 11976
631-804-6267
I I � 7'-10" 3=811�
F THE EDUCATION LAW OF THE STATE OF NEW
YORK PROHIBITS ANY PERSON FROM
ALTERING ANYTHING ON THE DRAWINGS
I I AND/OR THE ACCOMPANYING
SPECIFICATIONS,UNLESS IT'S UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,WHERE SUCH ALTERATIONS ARE
MADE,THE PROFESSIONAL ENGINEER MUST
SIGN,SEAL,DATE AND DESCRIBE THE FULL
EXTENT OF THE ALTERATION ON THE
DRAWING AND/OR IN THE SPECIFICATION
(NYS ED.LAW SECTION 7209-2).
1'
I g" ARCHITECT:
40
1 RYALL PORTER
SHERIDAN ARCHITECTS
45 WEST 21st STREET, 4th FL
NEW I 21ORK,N175 010
6X6 TIMBER RETAINING WALL WITH 4FT LONG
DEADMEN AND CROSS BLOCKS EVERY OTHER I ( I W
COARSE,FASTEN TIMBERS TOGETHER WITH 8" ; p
SOWS LAG SCREWSELEV+70'
r !I ( I Q TOP OF WALL
! ► I � I I _
co Y
— € € I M
F } ; i I I I o
12' PROPOSED SWIMMING POOL CONCRETE FOOTING M I I a- 00 1 CO °l
BASE SHOWN-SEE POOL DETAILS FOR ` I M $'
`"
J CONSTRUCTION DETAILS AND INFORMATION
~ I I I GENERAL NOTES
WALL:8"THICK POURED
Q I CONCRETE WALL WITH#5 REBAR
AT 12"OC HORZ/VERTICAL.
J
'j I TREATED WOOD LEDGER FOR
DECK FRAMING,ANCHOR WITH ELEV-1.0'
POOL DECK FEE
4
$" F 5/8"X8"HOT DIPPED GALVANIZED
�
IU CD I I I I\` I THREADED RODS,EPDXY SET °Q
W -1 1'-6" OC STAGGERED HIGH/LOW
I I WITH SIMPSON SET-XP,PLACE 8" GRADE-VARIES 'v
J I I I I 11
O
I ( ALONG LEDGER FOOTING DOWEL:#5 48"X18"'L'BAR DOWEL
AT 12"OC,TO BE SET AND TIED TO
N FOOTING REBAR PRIOR TO POUR
1
TOP OF FOOTING �--
F– I
It I I I ( OFO(4) CONTINUOUS#O5 REBAR WIDTH#5 LAYERS
TRANSVERSE BARS AT 12"OC-TYPICAL
UPPER AND LOWER LAYERS
1 ( I I I ( TYPE 4-POOL DECK WALL DETAIL
SCALE: NTS
! _I
7'-911
I
s I .I�-3L51
— —
—�-- :
_..-..
co TYPE 4-WALL
6x6 TIMBER COLUMN SET ON WOOD —•_— (y)
6X6 TIMBER RETAINING WALL WITH 4FT WALL WITH(2)DROPPED 2X8 Al
LONG DEADMEN AND CROSS BLOCKS NOTCHED INTO COLUMN TOPS WITH CONCRETE SONOTUBE PIERS WITH - cf) co Q r
04 POSTS TO DECK FRAMING ABOVE „ V)
EVERY OTHER COARSE,FASTEN TIMBERS J"THRU BOLTS ED -TYPICALOF3 11 -5 Q
TOGETHER WITH 8"SOWS LAG SCREWS M 8'-7" 8'-7" CV 0 >
— — — —
321-811 - - - - — - -21'_10 _ — _ _ — o � Z
I � Z Z
TT = Q
STEP FOOTING H' z Q
STEP FOOTING I— STEP FOOTING w < 2
I 0
15' 2J-2' L 18' 17-5 �. Q
TYPE 1 -POOL DECK WALL DETAIL STEP FOOTING TYPE 2-POOL DECK WALL DETAIL TYPE 3:.POOL DECK WALL DETAIL W
POOL AND WALL FOUNDATION PLAN
TOP VIEW
SCALE: 1/4" = V-0"
4X4 POST
• POST TO BE CONNECTED
TO DECK 12" TO DECK GIRDERS WITH
SIMPSON G. SIMPSON LCE POST CAPS
co
ABU4 .0 GRADF OR SIMILAR z
$' 8" 8..
ELEV+30' ELEV:+30' �I ELEV+30'
TOP OF WALL TOP OF WALL TOP OF WALL
PORCH COLUMN FOUNDATIONS-12"
DIAMETER 3,500 PSI POURED iv00
z CONCRETE SONOTUBE PIER WITH $„ CO
2 FOUR#4 VERTICAL REBAR-BOTTOM
CO MINIMUM 36"BELOW FINAL GRADE- TREATED WOOD LEDGER FOR DECK
ELEV:-10' „ FRAMING, OOD L WITH FO X8'HOT Eiev:a.o' DIPPED GALVANIZED THREADED RODS,1 t,NG,ANCHOR WITH 5/8"X8"HOTELEV:-1.o' "
SIMPSON ABU44 POST BASE _ PooL DECK FFE POOL DECK FEE POOL DECK FEE
ANCHORED TO PIER TOP WITH 5/8" TREATED WOOD LEDGER FOR DECK F MING, WALL:8"THICK POURED EPDXY SET WITH SIMPSON SET-XP, WALL:8"THICK POURED CONCRETE WALL
ANCHOR WITH 5/8"X8"HOT DIPPED GALVANIZED�' WALL.8 THICK POURED CONCRETE WALL WITH#5 PLACE 8"OC STAGGERED HIGH/LO ITH#5 REBAR AT 12 OC HORZ/VERTICAL.
ANCHOR BOLT FOR CONNECTION TO CONCRETE WALL WITH#5 REBAR DIPPED GALVANIZED THREADE
WOOD COLUMN-SEE DETAIL THREADED RODS,EPDXY SET WITH SIMPSON REBAR AT 12"OC (o ALONG LEDGER _
�{ AT 12"OC HORZ/VERTICAL. RODS,EPDXY SET WITH SIMPSON
SET-XP,PLACE 8"OC STAGGERED HIG /LOW $ HORZ/VERTICAL. -I NOTE: CONTRACTOR MUST COMPARE
SET-XP,PLACE 8"OC STAGGERED in - GRADE �
ALONG LEDGER - — io It
ih HIGH/LOW ALONG LEDGER STRUCTURAL PLAN TO ARCHITECTURAL
TYPICAL SONOTUBE DETAIL _ - -
GRAOE-VARIES
GRADE-VARIES � (V FOOTING DOWEL:#5 48"X18"'L'BAR DOWEL
CITING DOWEL:#5 48"X18"'L' AT 12"OC,TO BE SET AND TIED TO FOOTING DRAWINGS AND NOTES PRIOR TO START OF
SCALE: NTS N BAR DOWEL AT 12"OC,TO BE REBAR PRIOR TO POUR CONSTRUCTION-CONTACT ARCHITECT
SET AND TIED TO FOOTING ELEv:H
FOOTING DOWEL:#5 REBAR PRIOR TO POUR TOP DF FoorlNc WITH ANY DISCREPANCIES OR CONFLICTS
ELEV b.5'
48"X18"'L'BAR TOP OF FOOTING
DOWEL AT 12"OC, c�-3'-8.. FOOTING:3'-8"X 11"FOOTING,TWO LAYERS OF(4)
EQUIPMENT SHED FIFE-8'- " TO BE SET AND TIED CONTINUOUS REBAR WITH#5 TRANSVERSE we®
.��3'_8�� FOOTING:3'-8"X 11"FOOTING,TWO LAYERS OF(4) BARS AT 12"OCC-TYPICAL UPPER AND LOWER LU
TO FOOTING REBAR CONTINUOUS#5 REBAR WITH#5 TRANSVERSE BARS LAYERSV.
24"WIDE X 2"THICK RIGID INSULATION OVER FOOTING PRIOR TO POURAT 12"OC-TYPICAL UPPER AND LOWER LAYERS /ow
ELEV:-9.25'
6111 01%
TOP OF FOOTING TYPE 2-POOL DECK WALL DETAIL TYPE 3-POOL DECK WALL DETAIL VIP
SCALE: NTS SCALE: NTS
�-3'-8" OTING:T-8"X 11"FOOTING,TWO LAYERS
OF(4) CONTINUOUS#5 REBAR WITH#5 NOTE:ELEVATION OF WALL FOOTING IS
TRANSVERSE BARS AT 12"OC-TYPICAL SHOWN FOR LAYOUT AND STEPPING
UPPER AND LOWER LAYERS CHANGES IN HEIGHT
TYPE 1 -POOL DECK WALL DETAIL
4 RECONFIGURE DRWGS 8/15/17
SCALE: NTS 19' 18' 17'-511 2 UPDATE NOTES 5/11/17
1 FRAMING PLAN 4/1/17
No. Revision/Issue Date
POOL FOUNDATION AND RETAINING WALL PLAN PROJECT NO. SHEET
17-18
SCALE: 1/4" = V-0" FRANCO
DATE
APR 2017
SCALE
AS NOTED
i
EDWARD ARMUS
ENGINEERING, PLLC
EDWARD ARMUS, PE
N
36 DEER RUN
WATER MILL, NY 11976
631-804-6267
N
0
THE EDUCATION LAW OF THE STATE OF NEW
YORK PROHIBITS ANY PERSON FROM
ALTERING ANYTHING ON THE DRAWINGS
AND/OR THE ACCOMPANYING
SPECIFICATIONS,UNLESS ITS UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,WHERE SUCH ALTERATIONS ARE
MADE,THE PROFESSIONAL ENGINEER MUST
SIGN,SEAL,DATE AND DESCRIBE THE FULL
EXTENT OF THE ALTERATION ON THE
DRAWING AND/OR IN THE SPECIFICATION
(NYS ED.LAW SECTION 7209-2).
ARCHITECT:
RYALL PORTER
SHERIDAN ARCHITECTS
45 WEST 21st STREET, 4th FL
NEW YORK, NY 10010
212-254-1175
117
2"
�,N
CANOPY EMBED ANCHOR PLATE:2'X5-2'X 24"
GALVANIZED STEEL PLATE WITH(4)11/16"HOLES FOR
THRU BOLTING WITH 5/8"BOLTS. COLUMN TO BE SLOT
CUT AND SET OVER EMBEDDED PLATE-TYPICAL OF 3
COLUMNS. GENERAL NOTES
'v
NUT AND BOLT HEADS TO BE COUNTER SUNK FLUSH
WITH 6X6 COLUMN FACE
�— EMBED PLATE TO BE POSITIONED AT THE LOCATION OF
DOUBLE 2X8 THE PERGOLA COLUMN LOCATIONS AND SECURED
to WITH TEMPORARY BLOCKING TO THE FORMWORK
PRIOR TO THE CONCRETE POUR
2X8 DJ AT 16"OC
PROPOSED PERGOLA COLUMN ANCHOR DETAIL
2x8 LEDGER SCALE: NTS
2X8 DJ AT 16"OC
LU co
U) Q
DECK JOISTS OVER EQUIPMENT AREA TO0 Of
BE SLOPED,PLYWOOD SHEATING, z
MEMBRANE ROOF,TREATED SLEEPERS
AND DECK BOARDS ATTACHED 06 z Z
DOUBLE 2X10 uj ® Q O
z
LU 07
2X10 DJ AT 16"OC
a LO
� C�
E
'--2X10 LEDGER 2X8 LEDGER 1 a
LIJ
s s 2X8 DJ AT 16"OC
2X10 LEDGER
f - ��
ADDITIONAL 2X10 DJ AT COLUMN 2X12 RIM_
6X6 COLUMN TO BE SET BETWEEN I OUTER 2X12 RIMS TO B
6X6 COLUMN TO BE TWO DECK JOISTS AND FASTENED NOTCHED ONTO TIMBER
BOLTED TO EMBEDDED WITH(2)5/8"THRU BOLTS 2X8 LEDGER COLUMNS,OUTER FACE 1
KNIFE PLATE-SEE SHALL BE FLUSH WITH 2X10 PERGOLA JOIST AT 16"OC
DETAIL COLUMN FACE-TYPICAL
` E z
DOUBLE 2X10 2X8 DJ AT 16"OC �
2X10 DJ AT 16"OC N TRIPLE 2X8 2X10 PERGOLA JOIST AT 16"OC
6x6 TIMBER COLUMNS WITH ------ ----- I_ 2X8 LEDGER N
DROPPED 2X8 BELOW
...
DOUBLE 2X8
U N
U U ,-
O O 0 O X ............. . .
i0 C.0 ifl C N ..
DOUBLE 2X10 DJ, 16"OC AT OVERHANG rra U U ��' U Jmo
2X10 RIM,3 SIDE ¢ ¢ ¢ rn
ro ", LAM
o 0 o Xw 2X10 PERGOLA JOIST AT 16"OC p e '
¢ ¢ ¢ X X 00
X orf
Uj
DOUBLE 2X10 DJ, 16"OC AT OVERHANG Xw Xm N N N
sj[j
_ N N B N
..............................�........... .. ...........,................. ....... ........................... ...................................................................................... ....................................... ..
2X10 LEDGER 2X12 RIM
6X6 COLUMN TO BE 6X6 COLUMN TO BE 2X8 LEDGER
BOLTED TO EMBEDDED BOLTED TO EMBEDDED
KNIFE PLATE-SEE DETAIL KNIFE PLATE-SEE DETAIL 4 RECONFIGURE DRWGS 8/15/17
NOTE: CONTRACTOR MUST COMPARE
STRUCTURAL PLAN TO ARCHITECTURAL 2 UPDATE NOTES 5/11/17
DECKFRAMING PLAN DRAWINGS AND NOTES PRIOR TO START OF POOL PERGOLA FRAMING PLAN CONSTRUCTION-CONTACT ARCHITECT 1 FRAMING PLAN 4/1/17
WITH ANY DISCREPANCIES OR CONFLICTS
No. Revision/Issue Date
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
PROJECT NO. SHEET
17-18
FRANCO
DATE
APR 2017
SCALE
AS NOTED
�I
4
M
2
SKIMMER AND REQUIRED PIPING BY POOL _ _ EDWARD ARNIUS
CONTRACTOR AND ADJUSTED AS NEEDED ENGINEERING, PLLC
FOR LAYOUT AND FORMING EDWARD ARMUS, PE
44' 36 DEER RUN
WATER MILL, NY 11976
631-804-6267
N I
� I
I BENCH
THE EDUCATION LAW OF THE STATE OF NEW
YORK PROHIBITS ANY PERSON FROM
ALTERING ANYTHING ON THE DRAWINGS
AND/OR THE ACCOMPANYING
I SPECIFICATIONS,UNLESS ITS UNDER THE
DIRECTION OF A LICENSED PROFESSINAL
I STAIR I ENGINEER,WHERE SUCH ALTERATIONS ARE
MADE,THE PROFESSIONAL ENGINEER MUST
COVER TROUGH: 6„THICK BOTTOM SIGN,SEAL,DATE AND DESCRIBE THE FULL
AND SIDE WITH CONTINUOUS#4 EXTENT OF THE ALTERATION ON THE
BARS AT 12"OC AND#4 U-BARS AT DRAWING AND/OR IN THE SPECIFICATION
12"OC ALONG LENGTH-TYPICAL (NYS ED.LAW SECTION 7209-2).
I ( I RYALL PORTER
I 10, 20' 10' I SHERIDAN ARCHITECTS
DEEP END
TRANSITION SHALLOW END I ( 45 WEST 21st STREET, 4th FL
NEW YORK, NY 10010
212-254-1175
1 I I
1 I
I I
L — — — — — — — — — — — — — — — — -- -� I NOTE: CONTRACTOR MUST COMPARE
STRUCTURAL PLAN TO ARCHITECTURAL
I I DRAWINGS AND NOTES PRIOR TO START OF
GENERAL NOTES
CONSTRUCTION - CONTACT ARCHITECT
I WITH ANY DISCREPANCIES OR CONFLICTS
L_ — - - - - - - - - - — - - — - - — - - - - - - — J
44'
ELEV:-1.0'
POOL DECK FFE t
i
STAIRS PER
POOL CONTRACTOR
INTERIOR COMPACTED BACKFILLED AND, COVER TROUGH: 6"THICK BOTTOM
FLOOR AND WALL FINISH BY POOLELEV:-5.0' 1 O'-O" AND SIDE WITH CONTINUOUS#4
LO CONTRACTOR-TYPICAL POOL SHALLOW END BARS AT 12"OC AND#4 U-BARS AT
X/0'_O" 12"OC ALONG LENGTH-TYPICAL w
rn cn C
ELEV:-6.0' 1. w g" cn = Q
POOL DEEP END '
0 o O �
0� z
�y MECHANICALLY COMPACTED STRUCTURAL FILL PLACED IN 06 Z Z
CONTROLLED LIFTS TO PROPOSED POOL FLOOR-TYPICAL Lu 0 Q O
ELEV:-8.5'
ELEV:-8.5' — — — — — — — — — — — — — — — — — — — — — — — — — — Q
TOP OF FOOTING z
TOP OF FOOTING I_ z d7 Q
w
LO
NOTE: SOILS WITHIN FOOTPRINT OF THE POOL SHALL BE EXCAVATED TO 3FT 0
BELOW POOL FLOOR FOR LOAM TO CLAYEY SOILS AND REPLACED WITH GRAVEL IN a
COMPACTED LAYERS. FOR FREE DRAINING GRANULAR SAND SUBSOILS THE W
UPPER TOPSOILS SHALL BE REMOVED AND BACKFILLED WITH COMPACTED GRAVEL
NOTE: HORIZONTAL SLAB REBAR ENDS ARE TO NOTE: HORIZONTAL SLAB REBAR ENDS ARE TO
SEE POOL PLAN FOR TOP OF WALL BE HOOKED AROUND VERTICAL WALL BARS. BE HOOKED AROUND VERTICAL WALL BARS. SEE POOL PLAN FOR TOP OF WALL
CONFIGURATION THIS HOOKED END CONNECTION SHALL BE THIS HOOKED END CONNECTION SHALL BE CONFIGURATION
TYPICAL ALONG THE POOL WALLS. TYPICAL ALONG THE POOL WALLS.
ELEV: F.F. -3” ,�
. � O COVER TROUGH: 6"THICK BOTTOM AND SIDE
#4n,-BAR TIES AT 12"O.C., MID AND
#4n,-BAR TIES AT 12"O.C., MID AND TOP OF FOOTING
TOP OF WALL,6"WIDE X 12" LEGS 00-m �
TOP OF WALL,6"WIDE X 12" LEGS
TYPICAL SLAB REINFORCING O Q- TYPICAL SLAB REINFORCING WITH CONTINUOUS#4 BARS AT 12"OC AND#4
#5 HORIZONTAL BARS AT 12"OC BOTH FACES #5 BARS AT 12"OC BOTH WAYS, 0 w #5 BARS AT 12"OC BOTH WAYS,
2-LAYERS, MINIMUM 2"COVER - LL! 2-LAYERS, MINIMUM 2" COVER U-BARS AT 12"OC ALONG LENGTH -TYPICAL
BOTTOM AND 3"COVER TOP �"; fW. C3' + BOTTOM AND 3"COVER TOP #5 HORIZONTAL BARS AT 12"OC BOTH FACES
1'-O" POOL uo W U '` 1'-011
#5'L' BARS AT 12"OC ALONG LINE OF
(Dj Q PROPOSED FLOOR SLAB, 24" LEGS
#5'L' BARS AT 12"OC ALONG LINE OF o (=J) #5 HORIZONTAL BARS AT 12"OC BOTH FACES
PROPOSED FLOOR SLAB, 24"LEGS Z
(0 %, #4'fl'-BAR TIES AT 12"O.C., MID AND TOP OF
#6"VERTICAL BARS AT 12"OC BOTH FACES, BARS ELEV: F.F.-5'-9•r0 -a'-s• R� WALL, 6"WIDE X 12" LEGS
TO EXTEND FULL WALL HEIGHT INTO SHOTCRETE TOP OF FOOTING LL'
#5 HORIZONTAL BARS C) H Z C) w Z #5 HORIZONTAL BARS G� 1'_0" #6"VERTICAL BARS AT 12"OC BOTH FACES, BARS
#6 VERTICAL DOWEL AT 12"OC,24" LONG c. AT 12"OC BOTH FACES w tlf _ w LU z AT 12"OC BOTH FACES 04
F.
TO EXTEND FULL WALL HEIGHT INTO SHOTCRETE
t-- C
FOOTING REINFORCING: COMPACTED FILL � � c _ELEV F.F.-7'-s• - CL
ELEV: F.F.-7'-s• ,� O Ct O O LY #6 VERTICAL DOWEL AT 12"OC,24" LONG
UPPER-#5 TRANSVERSE BARS AT 24"OC AND TOP of FoonNc TOP OF FoonNc� —
d' LU O LU LL' FOOTING REINFORCING:
CONTINUOUS(3)#5 BARS, EQUAL SPACED ELEV: F.F.-B'-9• Q n ELEV: F.F.-B'-s• 6 —
LOWER-#5 TRANSVERSE BARS AT 24"OC AND BOTTOM OF N BOTTOM OF FOOTINLV UPPER-#5 TRANSVERSE BARS AT 24"OC AND
x`
CONTINUOUS (3)#5 BARS, EQUAL SPACED 3'_0" �'_0"� CONTINUOUS (3)#5 BARS, EQUAL SPACED
LOWER-#5 TRANSVERSE BARS AT 24"OC AND 4 RECONFIGURE DRWGS 8/15/17
CONTINUOUS(3)#5 BARS, EQUAL SPACED
2 UPDATE NOTES 5/11/17
1 FRAMING PLAN 4/1/17
No. Revision/Issue Date
SWIMMING POOL PLAN AND DETAILS PROJECT NO. SHEET
17-18
SCALE: 3/8" = 1 '-O" FRANCO
DATE
APR 2017 S-5
SCALE
AS NOTED
�I