HomeMy WebLinkAbout43678-Z �gUEFOt�C Town of Southold 6/25/2020
tA, P.O.Box 1179
CM
d' T 53095 Main Rd
. 4, p Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41211 Date: 6/25/2020
THIS CERTIFIES that the building ACCESSORY
Location of Property: 745 Watersedge Way, Southold
SCTM#: 473889 Sec/Block/Lot: 88.-5-62
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/11/2019 pursuant to which Building Permit No. 43678 dated 4/25/2019
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:
access9H garage with attic storage as applied for per ZBA#7191 dated 9/20/2018.
The certificate is issued to Honig,Peter&Susan
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43678 6/22/2020
PLUMBERS CERTIFICATION DATED
A o ignature
�suFF04- TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . 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#: 43678 Date: 4/25/2019
Permission is hereby granted to:
Honig, Peter & Susan
1787 Hawks Nest Dr
Collegeville, PA 19426
To: demolish existing accessory garage and construct a new accessory garage as applied
for per ZBA & Trustee approvals and DEC Non-Jurisdiction letter.
At premises located at:
745 Watersedge Way, Southold
SCTM # 473889
Sec/Block/Lot# 88.-5-62
Pursuant to application dated 4/11/2019 and approved by the Building Inspector.
To expire on 10/24/2020.
Fees:
DEMOLITION $193.60
ACCESSORY $293.60
CO -ACCESSORY BUILDING $50.00
Total: $537.20
(h
Buil ' 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
A. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date.
New Construction: r G Oldor Pre-existing (check one) ,
Location of Property: ( V V T ��l�C
House No. S - et Hamlet
Owner or Owners of Property: �j•
Suffolk County Tax Map No 1000, Section �O Block � Lot 6p,l
Subdivision �j Filed Map. Lot:
_Permit No. 430 O Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
Budding Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I,We Peter Honig&Susan Honig residing at 1787 Hawks Nest Drive
(Print property owner's name) (Mailing Address)
Collegeville,PA 19$26 do hereby authorize Nancy Steelman
(Agent)
Samuels and Steelman Architects to apply on my behalf to the
Southold Building Department.
r
(Ow.Oes Signature) (Date)
r
Peter Honig
(Print Owner's Name)
1.4 6 0101`r
(Owner's Signatu ) (Date)
Susan Honig
(Print Owner's Name)
*rjv 'Soo
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 ® �� sean.deviin(a--)town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Peter Honig
Address: 745 Watersedge Way city.Southold st: NY zip: 11971
Building Permit#: 1 31-7 9 Section. 92 Block _5 Lot (aa
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor. DBA: RJ Corazzini Electric License No- 33419ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 8 Ceiling Fixtures 5 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO2 Detectors
Sub Panel 100A A/C Blower Range Recpt Ceding Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 10 4'LED Exit Fixtures 11 Pump 11
Other Equipment
Notes Detached Garage
Inspector Signature: t Date: June 22, 2020
S Devlin-Cert Electrical Compliance Form As
�oS�fFQL,I-`O BUILDING DEPARTMENT- Electrical Inspector
�O Gy TOWN OF SOUTHOLD
CD Town Hall Annex - 54375 Main Road - PO Box 1179
00 :2C
- Southold, New York 11971-0959
y p� Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr@southoldtownny.gov — sea nd(cr_southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 3—1O --a-U
Company Name: A m zz►'/Lf' R`5d1',L'
Name:
License No.: 3 3 email:
Address:
Phone No.: (oS—
JOB SITE INFORMATION (All Information Required)
Name:
Address: cl,S
Cross Street:
Phone No.:
Bldg.Permit#: 3(Pl email:
Tax Map District: 1000 Section: $ Block: P5 / Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) r+ � 0
/LC► / `owl
Circle All That Apply:
Is job ready for inspection?: S / O o Final
Do you need a Temp Certificate?: YESNO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect - Flood Reconnect- Service Reconnected.- Underground - Overhead
#Underground Laterals 1 2 H Frame Pole - Work done on Service? Y N
Additional Information: I
PAYMENT DUE WITH APPLICATION
AA CAo
Request for Inspection Form As
1
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 oi•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 horn 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) nun-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. April 11, 2019
New Construction. Old or Pre-existing Building: (check one)
Location of Property: 745 Watersedge Way Southold
House No. Street Hamlet
Owner or Owners of Property: Peter and Susan Honig
Suffolk County Tax Map No 1000, Section 88 Block 05 Lot 62
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Tennporary Certificate Final Certificate: X (check o
Fee Submitted: $
pli Signature
3 OF OUlyo
= # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION '
[ FOUNDATION 1 ST k• 6&r ] ROUGH PLBG.
[: ] FOUNDATION 2ND j ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION "[" ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
✓Gw -"- Mq
DATE Q INSPECTOR
# # TOWN-OF-SOUTHOLD BUILDING DEPT.
�`yrouHn e�' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAUL=KING
[ FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [" ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ -'] FIRE RESISTANT PENETRATION -
[ ,] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE ?�'� INSPECTOR
mx5f so IyO� 4 3t 7 Idt rVitST.
# TOWN OF SOUTHOLD-BUILDING DEP "
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ]-FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION
[
] TIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
OELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
('] CODE VIOLATION [ ] PRE C/O
REMARKS:
ar
42
DATE //6/2-0 INSPECTOR _
so Ll 3b I o 7 Ll 5� w Ct+e/-Cf
TOWN OF SOUTHOLD-BUILDING DEPT. '
765-1802
INSPECTION
FOUNDATION IST ROUGH PL13G.
FOUNDATION 2ND INSULATIOWCAULKING� -
FRAMING /STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL) aAkA4 tv
CODEVIOLATION PRE C/O
REMARKS:
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DATE I IS-A6 INSPECTOR
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# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ROU H PLBG.
[ ] FOUNDATION 2ND _ [ ULATION/CAULKING
[ ] FRAMING /STRAPPING [;FINAL AzC. 64VA,�
[ ] FIREPLACE"& CHIMNEY [ ] FIRE SAFETY INSPECTION :
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ :] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARK : V
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DATE INSPECTOR
of SOUTqJ& -7 7
# # TOWN OF SOUTHOLD BUILDING DEPT.
u 765.1802
INSPECTION -
FOUNDATION
1ST [ ] ROUGH PLBG.
[
]- FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH)-- ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE ZZ INSPECTOR
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FIELD INSPECTION REPORT ..DATE CO NTS
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FOUNDATION (1ST)
....................................
'FOUNDATION (2ND)
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ROUGH FRAMING&
PLUMBING 1
INSULATION PER N,Y: y
STATE ENERGY CODE
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FINAL
ADDITION4L CO NTS
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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. �3&JK Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined ,20 Storm-Water Assessment Form
Contact:
Approved ,20_fl Mail to: Nancy Steelman
Disapproved a/c
R Phone: 631 734 6405
Expiration tJ ,20
D �-->I L� D Buyn ns or
APR 1 1 2019 APPLICATION FOR BUILDING PERMIT
Date April 10, , 2019
INSTRUCTIONS
TOWN OF SOU-Ta Z 1
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,hou ng code, and re ations,and to admit
authorized inspectors on premises and in building for necessary inspections.
,�/hl Ile' d
ignatu o plicant or name,if a corporation)
25235 Mai Road Cutchogue NY 11935
(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 Peter and Susan Honig
(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:_.
745 Watersedae Ways ' %r'''';W°FSouthol'dr s.
House Number Street ;�;,��°s '"r.yf ; -! '( {t:.�' �89V!x E °=+Hi alnlet'
County Tax Map No. 1000 Section $$ „ Bloc�C`.' '� i Lot 62
Subdivision �'''' ' - ' 'T'Tified]Vla�pi-M; + Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Single Family Residence & One Car Garage
b. Intended use and occupancy Single Family Residence with Two Car Garage
3. Nature of work(check which applicable):New Building X Addition Alteration
Repair Removal Demolition X Other Work
4. Estimated Cost $150,000 Fee (Description)
(To be paid on filing this application)
5. 1f dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars 2
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 14.3' Rear 14.3' Depth 24-3'
Height g,F, Number of Stories one To Be Demolished .
Dimensions of same structure with alterations or additions: Front ; ; E k Rear `•�
Depth Height Number of Stories
8. Dimensions of entire new construction: Front 22' Rear 22' Depth 22'
Height 16'-9" Number of Stories one -
9. Size of lot: Front 100' Rear 97.8' Depth 179.59'
10. Date of Purchase 2010 +/- Name of Former Owner Honig
1 l. Zone or use district in which premises are situated R - 40
12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO (see attached variance)
13. Will lot be re-graded?YES NO_X_Wi11 excess fill be removed from premises? YES X NO
14. Names of Owner of remises 'Address& Susan Honig 1787 1787 Hawks Nest Drive A 994P9 Phone No.
Narne of Architect Nancy Steelman Address2523 Main Road Phone No 631 734-6405
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
* 1F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. -See attached
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES,D.E.C. PERMITS MAY BE REQUIRED. see attached
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 Suffolk
Nancy Steelman being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)FIe is the Architect
(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 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.
Sworn to before me this
day of W,og/ L 2 LAUREN#1111k
K
NOTARY PUBLICY K
Notary Pub _ No.01r of Applican
Qualified in
My Commission Expires May 23, 20?0
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. Check
Septic Form
NN'S.D.E.C,
Trustees
Flood Permit
Examined ,20 Storm-Water Assessment Form
Contact:
A ved 6 ,20 � � � Mail to: Nancy Steelman
Disapproved a/
Phone: 631 734 6405
Expiration ,20
DEC 7 WE
Building Inspecto
(ham D APPLICATION FOR BUILDING _
��y5
APR e 3 2018 Date April 2, y ,. X2018
INSTRUCTIONS
TOVff0F UJST be completely filled in by typewriter or in ink and submitted to the Building Inspecto #1i 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 stree,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,housin code,and reg tions, and to admit
authorized inspectors on premises and in building for necessary inspections.
( natur pplicant or name,if a corporation)
25235 Main oad Cutchogue NY 11935
(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 Peter and Susan Honig
(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:
745 Watersedge Way - '+ - Southold
House Number Street ' ''''' '''''` ''' ' "'` Hamlet
County Tax Map No. 1000 Section 8& 62 1, + Lot 62
Subdivision F,i1e'4,1Map No:: , fl Lot
Y ;p; .n,1;`, .i'e,i..-� .'}� 1tv�f*' dJ ,, ;•"f' t
r
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Single Family Residence
b. Intended use and occupancy Single Family Residence with Two Car Garage
3. Nature of work(check which applicable):New Building X 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 2
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 Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front /r"3 f:Riear' i' '# - _b 0_J
Depth Height Number of Stories
t
8. Dimensions of entire new construction: Front 2 2' Rear 7_Z Depth
Height j(a =P5 " Number of Stories I
9. Size of lot: Front 100' Rear 97.8' Depth 179.59'
10. Date of Purchase 2010 +/- Name of Former Owner Honig 1
11. Zone or use district in which premises are situated R - 40
12. Does proposed construction violate any zoning law, ordinance or regulation?YES X NO
13. Will lot be re-graded?YES NO_X_Will excess fill be removed from premises? YES X NO
l4. Names of Owner of premises & Susan Honig1787 Hawks Nest Drive
sAddress Phone No.
Name of Architect Nancy Steelman Address2523 Main Road Phone No 734 6405
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. -See attached
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 Suffolk
Nancy Steelman being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Architect -
(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 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.
Sworn to before me this
day of MI.L 2 / -LAUREN M MCKI SIS,
NOTARY PUBLIC-STAT�F.N
Notary Public No.01 MC634 s nature of Applicant
Qualified in Suffolk County
My Commission Expires May 23,2020
inm
Al,
t V0
X
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
20 2;
4,
Xlffi
"Say,
PERMIT NO. 9403 DATE: MARCH 20,2019
ISSUED TO: PETER& SUSAN HONIG 0—
PROPERTY ADDRESS: 745 WATERSEDGE WAY,SOUTHOLD
R
SUTM#1000-88-5-62 p!
AUTHORIZATION
W.R`
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 20,2019
and in
Ark
Honig d subject to the Terms
11 consideration of application fee in the sum of$250.00 paid by Peter& Susan
and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and p
ermits the
following:
Wetland Permit to demolish existing 348sq.ft.garage and construct new 483sq.ft.garage in
V%71 Is
same location as existing; construct at 22 linear foot long retaining wall landward of garage;
install an additional 490sq.ft.of driveway for garage access; install 190sq.ft.of new on-grade
bluestone avers along the seaward side of new garage; and to install gutters to leaders to
p
drywells to contain garage roof and driveway runoff; and as depicted on the site plan prepared
S'
by Samuels& Steelman,Architects,dated January 7,2019,and stamped approved on March
- 20,2019.
pfla
7 IN WITNESS WBEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,
and these presents to be subscribed by a majority of the said Board as of the 20 1h day of March,2019.
S.11_4:104
im
ca
A
Nk
'Z V
SQ Town Hall Annex
Glenn Goldsmith,President ��' 54375 Route 25
Michael J.Domino,Vice-President P.O.Box 1179
John M.Bredemeyer III Southold,New York 11971
A.Nicholas KrupsId Telephone(631) 765-1892
Fax(631) 765-6641
u
Greg Williams - .-
BOARD OF TOWN TRUSTEES ,UN 17 2020
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
1711C Date: June 16, 2020
THIS CERTIFIES that the demolition of existing 348sg ft Garage and construct new 483sg.ft.
garage in same location as existing• construct s 22 linear foot long retaining wall landward of gars e
install an additional 490sy ft of driveway for garage access,• install 190sg.ft. of new on grade Bluestone
pavers along the seaward side of new garage• and to install gutters to leaders to drywells to contain garage
roof and driveway runoff,
At 745 Watersedge Way, Southold
Suffolk County Tax Map#1000-88-5-62_
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated January 7,2019 pursuant to which Trustees Wetland Permit#9403 Dated
March 20,2019,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 demolition of existing 348sg.ft. garage and
construct new 483sq ft garage in same location as existing- construct s 22 linear foot long retaining wall
landward of ara e: install an additional 490s .ft. of driveway for garage access, install 190s ft of new
011-grade bluestone pavers.along the seaward side of•new gara e• and to install gutters to leaders to
drvwelIs to contain garage roof and-driveway runoff.
The certificate is issued to Peter&Susan Honig owners of
the aforesaid property.
0
Authorized Signature
NEW YORK STATE DEPARPA—i IT OF ENVIRONMENTAL CONSER\. -'ON
Division of Environmental Permits,Region 1
SUNY�9 Stony Brook,50 Circle Road,Stony Brook,NY 11790
P-(631)444-03651 F:(631)444-0360
www.dec.ny.gov
LETTER OF NON-JURISDICTION -TIDAL WETLANDS ACT
August 17, 2015
Peter Honig
1787 Hawks Nest Dr.
Collegeville, PA 19426
Re: DEC ID# 1-4738-04408/00001
Honig Property
745 Watersedge Way
Southold, NY 11971
SCTM#: 1000-88-5-62
Dear Mr. Honig:
Based on the information you submitted, the New York State Department of Environmental Conservation
(NYSDEC) has determined that:
The portion of the referenced property, as shown on the plan prepared by Samuels &Steelman
Architects, dated June 3, 2015, and on the survey prepared by Peconic Surveyors, PC, dated
July 8, 1998,that is landward of the bulkhead greater than 100 feet in length and constructed prior
to August 20, 1977 as evidenced on the NYSDEC Tidal Wetlands aerial photo map#716-544, is
beyond the jurisdiction of Article 25 (Tidal Wetlands Act).
Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no
permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction,
sedimentation, or disturbance of any kind may take place seaward of-the tidal wetland jurisdictional
boundary, as indicated above,without a permit. It is your responsibility to ensure that all necessary
precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground
surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such
precautions may include maintaining adequate work area between the tidal-wetland jurisdictional
boundary and your project(i.e. a 15' to 20'wide construction area) or erecting a temporary fence, barrier,
or hay bale berm.
This letter shall remain valid unless site conditions change. Please note that this letter does not relieve
you of the responsibility of obtaining any necessary permits or approvals from other agencies or local
.municipalities.
Since ely,
Laura J. Scovazzo
Deputy Permit Administrator
cc: Samules & Steelman
BOH —TW
file
tlmyl K Department of
STATED(
OVF00.TUNITY Environmental
Conservation
i
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: April 10, 2018
TO: Samuels & Steelman(Honig)
745 Watersedge Way
Southold, NY 11971
Please take notice that your application dated April 3, 2018
To demolish an existing accessory garage and construct a new accessory garage at
Location of property: 745 Watersedge Way, Southold, NY
County Tax Map No. 1000- Section 88 Block 5 Lot 62
Is returned herewith and disapproved on the following grounds:
The proposed construction is not permitted pursuant to Article III, Section 280-15, which states;
"In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200
and R-400 Districts, accessory buildings and structures or other accessory uses shall be located
in the required rearmed_"
The proposed garage is located in the side yard.
ignature
Note to Applicant: Any change or deviation to the above referenced application, may require
further review by the Southold Town Building Department.
CC: file, Z.B.A.
;w
�yLeslie
BOARD MEMBERS Southold Town Hall
Kanes Weisman,Chairperson ��OF SQyO 53095 Main Road•P.O.Box 1179
!� Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes U, Town Annex/First Floor
Robert Lehnert,Jr. • �O 54375 Main Road(at Youngs Avenue)
Nicholas PlanamentoOI,YCn Southold,NY 11971
D `� � 1 http://southoldtownny.gov
ZONING BOARD OF APPEALS
A SEP 2 7 2018 TOWN OF SOUTHOLD
Tel.(631)765-1809•Fax (631)765-9064 RECEIVED --
-14, 1T�.DRFk. / 37
,;.q=•ys�_,dINGSMEETING OF SEPTEMBER 0,20�18INATIONPEP2 6 2018 �n/��
6!4�t� l..L n"
ZBA FILE: 7191 scwthold Town Clerk
NAME OF APPLICANT: Peter & Susan Honig
PROPERTY LOCATION: 745 Watersedge Way, Southold,NY SCTM No. 1000-88-5-62
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its '
reply dated May 21, 2018 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated August 14, 2018. Based upon the information
provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is
recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is
CONSISTENT with the LWRP.
PROPERTY FACTSMESCRIPTION: The subject property is a non-conforming 16, 852 sf. waterfront lot located
in an R-40 Zoning District. The property has a frontage on Watersedge Way along the northerly property line of
100 feet, then running south for 176.88 feet towards Peconic Bay, where it has a bay frontage of 98.32 feet, then
returning north 168. 79 feet. The property is bulkheaded at the water, and improved with an existing two-story
single family residence and an accessory single car garage as show on survey prepared by John Metzger, L.S., last
revised August 15, 2013.
BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's
April 10, 2018, Notice of Disapproval based on an application for a building permit to demolish an existing
accessory garage and construct a new accessory garage; at; 1) located in other than the code required rear yard; at:
745 Watersedge Way, (Adj. to Hog Neck Bay) Southold,NY. SCTM#1000-88-5-62.
RELIEF REQUESTED: The applicant requests a variance to construct a 22 ft. by 22 ft. two car accessory garage
to replace an existing one car garage in the side yard, instead of the allowed rear yard location, as depicted on site
plan prepared by Nancy L. Steelman, R.A. dated March 29, 2018.
`' t Page 2, September 20,2018
#7191,Honig
SCTM No. 1000-88-5-62
ADDITIONAL INFORMATION: The subject parcel is a waterfront lot on Peconic Bay with an existing bulkhead
at its southern property line. The lot is relatively flat with an existing two story residence.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on September 6,2018 at which time written
and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property
and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. Due to the fact that this is a waterfront property, the
accessory garage is not permitted within 100 feet of the bulkhead. The neighboring properties all have various
accessory buildings in the side or front yards. The scale of the project is in keeping with the character of the
neighborhood.
2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. Any accessory building in the rear yard would have to be
100 feet landward of the existing bulkhead. The existing house and deck is only 42 feet, 11 inches landward of the
bulkhead. Placing the garage in the rear yard would be of greater non-conformity than the location of the existing
house.
3. Town Law $267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100%
relief from the code. However, placement of the accessory garage in the side yard is a more practical location, and
it will replace an existing accessory garage, and be set back further from the bulkhead. Moreover, the existing
accessory garage has been present for many years without adverse impacts to the surrounding neighborhood.
4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the proposed
accessory garage will be set back 94 ft. 6 in. from the bulkhead with conforming front and side yard setbacks.
5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of an accessory garage in the side yard while preserving and protecting the character
of the neighborhood and the health,safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Acampora, and duly
carried,to
GRANT the variance as applied for, and shown on the site plan and architectural plans prepared by Nancy L.
Steelman,R.A. of Samuels and Steelman Architects, dated March 29, 2018.
® Page 3,September 20,2018
#7191,Honig
SCTM No. 1000-88-5-62
SUBJECT TO THE FOLLOWING CONDITIONS:
1. The applicant must comply with Chapter 236 of the Towns Storm Water Management Code.
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit and may require a new application and
public hearing before the Zoning Board of Appeals.
Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any current or future
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may, upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one
(1)year terms.
Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Acampora,Planamento and Lehnert. This
Resolution was duly adopted (5-0).
Leslie kakies Weisman
Chairperson
Approved for filing / /2018
�°
Scott A! Russell � Su '��
IFORI�MIWAXIER
SUPERVISOR AM[A\N A\GIEMIENIF
SOUTHOLD TOWN HALL-P.O.Box 1179 A
53095 Main Road-SOUTHOLD,NEW YORK 11971 C Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET
( TO BE COMPLETED BY THE APPLICANT )
1•
DOES MS PROJECT INVOLVE ANY OF THE FOI YAqNG:
ICHECK ALL THAT APPLY) ,
Yes No APR 1 1 2019
❑❑x A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
® x❑ B. Excavation or filling involving more than 200 cubic yards oaf.matQrial, r,D
within any parcel or any contiguous area.
❑� C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
EI❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑0 E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
C][3 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.
�C 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.
j APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date
DOrict
NAME. Nan Steelm gg 05 62 04/ 11 / 201
a i Section [clock Lot
631 34 6405 i; ****FOR BUILDING DEPARTMENT USE ONLY****
Garratt hnfoi nnaUon
Reviewed By:
- - - - - - - - - - - - - - - - - i
Date:
_ _ _
Property Address/ Location of Construction Work:
i
745 Watersedge Way i Approved for processing Building Permit.
1:1 Stormwater Management Control Plan Not Required.
Southold, NY i Stormwater Management Control Plan is Required
ii (Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014
APPLICANT. S.C.T.M.# 1000
(Property Owner,Design Professional,Agent,Contractor,Other) CHAPTER 236
88 05 t� Stormwater Management Control Plan CHECK LIST
NAMC Na"y Steelman Section Block Lot Go
$ i S M C P -Plan Requirements- Provide ONE copy of the Building Permit Application
42
734-6405 Date 4/ 11/ 19 dol * The applicant must provide a Complete Explanation and/or Reason for not providing
Bxi all Information that has been Required by the following Checklistl
�n 76,0—N..W
va.
I. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here,
YES NO NA If you need additional room for explanations,Please Provide additional Paper.
show all of the following items: P
a. Location& Description of Property Boundaries X I0�
b. Total Site Acreage. X
c. Existing-Natural &Man Made Features within 500 L.F. X
of the Site Boundary as required by §236-17(C(2)
d. Test Hole Data Indicating Soil Charactei istics&Depth to Ground Nater. X ==
e. Limits of Clearing & Area of Proposed Land Disturbance. x ��
f Existing& Proposed Contours of the Site (nimbi,z inter.als) X �0
g. Location of all existing& proposed structures, roads,
driveways,sidewalks, drainage improvements&utilities. DRAINAGE INSPECI ION -fore
h. Spot Grades& Finish Floor Elevations for all existing& OS Engineering a -
1:560 be
proposed structures. X �� Provide Engineer's LertifiLation
I Location of proposed Swimming Pool and discharge ring. ae has been installed o
that It e drain;;-
I. Location of proposed Soil Stockpile Area(s).
k. Location of proposed Construction Entrance/Staging Area(s). X
1. Location of proposed concrete washout area(s). X �0
M. Location of all proposed erosion&sediment control measures. 00 ER
2. Stormwater Management Control Plan must include Calculations showing Shall include butited to,
•_
that the stormAater improvements are sized to capture,store,and infiltrate A well maintained O ,
on-site the"run-off from all impervious surfaces generated by a two(21 inchwire x �� Backed Silt Fencing, Raw
rainfall/storm event. ;epdang of exposed and/or InaC I •
3. Details&Sectional Drawings for slot mwater practices are required for approval. 2 4 2019
Items requiring details shall include but not be limited to:
a. Erosion&Sediment Controls. X
b. Construction Entrance&Site Access. 0 x existing site entry driveway
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X
d. Leaching Structures (e 9,4ofiltration basins,swales,etc.)
***" FOR ENGINEERiN DE ARTM ONLY**** Additional Information is Required.
I
Reviewed & I Stormwater Management Control Plan is Not Complete. ,
fApproved By: — — — — — — — — — — — — — — — — — — — — — — — II
IV Stormwater Management Control Plan is Complete. I
j Date: -2`>f- I l SMCP has been approved by the Engineering Department.
FORM * SWCP f1fe`ck List -TOS MAY 2014
o�OS�FFl1(KCOG BUILDING DEPARTMENT- Electrical Inspector
�� TOWN OF SOUTHOLD
CD Town Hall Annex - 54375 Main Road - PO Box 1179
N - Southold, New York 11971-0959
y� �o Telephone (631) 765-1802 - FAX (631) 765-9502
�l rogerr(i r southoldtownny.gov — seand(a�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Alt information Required) Date:
Company Name: A
Name:
License No.: -5 3 Memail:
Address:
Phone No.: S—
JOB SITE INFORMATION (All Information Required)
Name:
Address: �S G✓A �s C�✓ c ��- 0 741-a
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot:(p�
BRIEF DESCRIPTION OF WORK (Please Print Clearly) Gkr�
�� LIQ-7C CD/L C►' / `oc9t ��v/41�
Circle All That Apply:
Is job ready for inspection?: S / O �a � Final
Do you,,„need a Temp Certificate?: YESNO _f
Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground,- Overhead
# Underground,Laterals '1 2 H Frame Pole Work done on Service? Y N
Additional Information: . J
PAYMENT DUE WITH APPLICATION
Request for Inspection Formals
PERMIT# Address:
Switches
Outlets I�I
GFI's I 1 [ I
Surface
Sconces
H H's I I
UC Lts
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW Service
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Mini
Special:
Comments 1j
0, LA9- &J 4.,V,,2t_ IlLj-AJ;4�
d ,
Q At q lol OA el aAf
k:) r& ACA qAJ
��
IL
S A M U E L S &
S T E E L M A N
October 14, 2019
Southold Town Building Department
PO Box 1179
Southold, NY 11971
Re: HONIG GARAGE
745 Watersedge Way
Southold, NY 11971
SCTM# 1000-66-05-62
BUILDING PERMIT#43676
Dear Building Inspector,
We are asking for an amendment to the Building Permit dated April 25, 2019 for a new
Attic stair in lieu of the pull down stair as originally permitted. We have enclosed two
sets of Construction Documents for your review.
Sincerel ,
Samu s and elman Architects
cy man, .A. OCT 15 2019
ARCHITECTS
25235 MAIN ROAD
CUTCHOCUE,NEW YORK 11935
(631)734-6405
FAX(631)734-6407
SURVEY OF: ' ::� —: — , :_➢ o i .
PROPERTY LOCATED AT BAYVIEW LJ
LOT 52 AS SHOWN ON DEC m 3 2019 t
MAP OF BAY HAVEN
FILE No. 2910: FILED JANUARY 22, 1959
TOWN OF SOUTHOLD -
SUFFOLK COUNTY, NEW YORK
S.C.T.M. # 1000-68-5-62
SCALE: 1"=30'
NOTE: THE EXISTENCE OF RIGHT OF WAYS.
WETLANDS AND/OR EASEMENTS OF RECORD tit, V
IF ANY. NOT SHOWN ARE NOT GUARANTEED. n ®�
\ S6
CONC. \
MON.
S 66 o \P-OLE/
, k3
IVEWAY d 7�� O 30'' �
GAVEL
DR
p• F
CONC.
MON.
GARAGE
FOUNDATION
F �
�~ AC
CVD UNIT
/
PORCH F'R RES ti0 Q, m•
S�
A
E �TfOF OUTDOOR SHOWER
•S .�
X93 es
Nati
ROOF
OVER
DECK O�.C� 6,
eUC4100
yWMF'Ip
7
s6 l
r
�i40YE�2
SURVEYED BY:
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PAUL B A R Y L S K I LAND SURVEYING
OF 7209 OFSTATE EDUCATION LAW.
COPIESTION OFF THIS SURVEYEMAPWNOTTRBEARING THE LAND SURVEYORS INKED PATCH 0 G U E NY 11772
OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY PHONE 631-294-6965
GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO
THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO
THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION FAX 631-627-3186
LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.
GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL P A U L B A R Y L S K I®Y A H O O.C O M
INSTITUTIONS OR SUBSEQUENT OWNERS.
3890 NOVEMBER 13, 2019
j�t`- :.rtrC's' -•Ci''T`s4itvi .,y-.j :�,'y.,_
r•... .::',Y A,,' .,^ .' 4 ��i�7Y?rs.
hf"";�5Q7yr,y^r }N4.y it.t'.
SITE
�■
SI J
H
ZX ,0M
AGE CALCULATIO0NS NS coAREA OF NEW GARAGE (DW-A) '
DRY
AREA x RAINFALL AINFALL x RUNOFF FACTOR
(DW—A) 454 SF x (2/12 FT.) x I.O = 80."i GU; FT.
USE: (1) 6' DIAMETER x 4' HIGH POOL
(I) 6' X 4' STORM DRAIN KINGG--Q51.5 CU• FT.
PROVIDED
5a.5 GU. FT. > 50.-7 CU. FT.
STONE r7
rDE
AREA OF DRIVEWAY SURCE�FF FACTOR
DRY WELL AREA x RAINFALL
1,550 5F x (2/12 FT.) x 0.-7 = 161 CU,. FT.
USE: (1) 5, DIAMETER x 4' HIGH POOL
X 4' STORM DRAIN RING--OIu�DGU. FT. otf Z
PROVIDED
165.a GU. FT. > 161 CU. FT. N Q' �
_j o
LLI w3 w a
;an L a z u
V
M W- c"
Q h O
GRADE F W• N =
5% MAX = 'r
SLOPE Q 1—
ESTONE
ONES ON GRAVEL DRAIN rdell co N
— - - _ REINFORCED GONG X
RETAININ& WALL A1�D _
W/ 2 #4 ® 12" HORIZ. _ -
2 #4 ® 12" VERT- Ci OF NEW
LU SG(L.S*r,- O�Q,F
PROVIDE WEEP �2
HOLES, IY�" PVC &RADE
BELOW &RADE SON kO��
FINISHED SIDE AT 4
OC, WITH 12" THICK �c�s 01 1 ,�
GRAVEL AND FABRIC •
FILTER ALON& BACK
SIDE OF WALL m p NO:
3'-10" 1502A
REINFORCED2._2.. 12" DRAWN BY:
GONG UT
FOOTING W/ CHECKED BY:
:IMG #4 ® 12" NS
O.G. AND
3#4 CONT. �;�,. ...•::.�-_ � _ DATE:
April 11, 2019
RETAINING WALL DETAIL SCALE:
�- 1" = 10' - 0'
3 (N.T.S.) SHEET TITLE:
DRAINAGE INSPECTIONS ARE REaUIRED SITE
Contact TOS Engineering at 765-1560 before
Backfill, OR Provide Engineer's Certification PLA
that the drainage has been installed to Code.
EROSION &SEDIMENT CONTROLS
Shall include but not be limited to:
A well maintained Construction Entrance,
Wire Backed Silt Fencing, stabilization &. SHEET NO:
Seeding of exposed and/or inactive soils.
APPROVAL OF STORM TER MANAGE ENT
CONTR LQ PLAN -To n ode Cha t r 3
Date:
Approved by:
BID & BUILD
IN RMIT SET
K60, c
DRAINAGE INSPECTIONS ARE REQUIRED
Contact TOS Engineering at 765-1560 before
Backfill,OR Provide Engineer's Certification
that the drainage has been Installed to Code.
APPROVED AS NOTED
DATE: B.P:# 310
3. b All exterior lighting
FEE: BY. Installed replaced or
NOTIFY BUILDING DEPART T repaired shall conform
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: to Chapter 172
1. FOUNDATION - TWO REQUIRED of the Town Code
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. ELECTRICAL
ALL CONSTRUCTION) SHALL MEET THE INSPECTION REQUIRE®
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED
NEW YORK STATE & TOWN CODES
AS Rr��SOUTHOLD
AND CONDITIONS OF
TOWN ZBA
SOUTHOLD TOWN TRUSTEES
N.Y.S.DEC :DO NOT PROEEEDINITH
fRAMING'UNTII;� U�VE.
6F FOUNDATION L ATION",
HASBEE PR�V�D;;
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
REVISIONS:
SITE DATA 9/18/18
1� SCTM # 1000-88-05-62
t'
PROPERTY: 745 Watersedge Way
Southold, NY 11971
OWNER: Peter & Susan Honig
00 1787 Hawks Nest Drive
00
Collegeville, PA 19426
-n I� SITE: 16,852 SQ. FT. = 0.38 AC.
7� AREA P
C IF
4 ZONING: R-40
I LOT COVERAGE: 20%
6 4g' ALLOWABLE: 3370 SF
56
EXISTING HOUSE: 2552 SF
rn PROPOSED GARAGE:484 SF
TOTAL LOT COVERAGE:3036 SF or 18% 0
FLOOD: Zone X,
ZONE
C6 p00 SURVEYOR: Peconic Surveyors
� 1230 Traveler Street
Southold, NY 11971 W
I I NY Lic. No. 49618 z
DATED: July 8, 1998
/ Revised: Aug. 15, 2013
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DATE:
M March 29, 2018
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SCALE:
1" = 10' - 0"
SHEET TITLE:
WAVL N�P0
� SITE
PLAN
e— Fnal r�evniewed d�mems
ZBA File # Cy
LOAV IL
Pnate. I t
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Z 62.41 56 SCALE: 1 " = 10'-0" •
' "W
1 SHEET NO:
N
Notice of Disapproval...
PROP05ED TRENCH DRAIN FOR RAIN EXISTING NATER 1VAL1/E TEST HOLEREVISIONS:
WATER RUNOFF FROM DRI\/EWAY AND UNDERGROUND S 4 1 T E "L"'J'A I` 'Am
WIRE FENGE W/ PROPOSED NEN UNDERGROUND DRYNELL FOR 5TORMNATERI WATER LINE TOP OF GRADE ELEV +7.5' SCTM # 1000-88-05-62
FILTER CLOTH 1 RUNOFF= FROM DRIYENAY TYPICAL 5EE DETAIL PROPERTY: 745 Watersedge Way
Southold, NY 11971
FILTER CLOTH MIN. 6" 5URFAGE AP-1) 1.0 FT. DARK BROWN LOAM OWNER: Peter & Su an Honig
BELOW GRADF° DRAINAGE EXI5TING TREES REMOVED 1787 Hawks Nest Drive
FLOW X15T UTILITY
Collegeville, PA 19426
POLE ,
6.3 FT. BROWN SILT g
PROP05ED NEW UNDERGROUND oo.00 - _
,.� t-- SITE: 16,721 SQ. FT. 0.38 AC.
DRYNELL FOR STORMNATER RUNOFF 0 9.7 FT WATER IN BROWN SILT AREA
FROM GARAGE 5TRUC RE TYPICAL t 10
[� ZONING: R-40
TEMPORARY STORM WATER 1 5EE DETAIL I i WATER IN BROWN FINE TO LOT COVERAGE: 20%
RUNOFF CONTROL MEASURE sP1 ► _ \ i COARSE SAND ALLOWABLE: 3370 SF
2 EROSION & SEDIMENT CONTROL DETAIL I 17 FT. EXISTING HOUSE: 2552 SF
NO SCALE PROP05ED SILT FENGE I PROPOSED GARAGEA84 SF
DURING CONSTRUCTION i:�ROP05ED NEN I COMMENTS: WATER ENCOUNTERED TOTAL LOT COVERAGE:3036 SF or 18%
2 EE DETAIL g i a�� GfIOBBLE STONE CURB 6.3' BELOW SURFACE, ELEV+1.2' FLOOD: Zone X,
TOP OF EXISTING GRADE SP ' � I \ �'► • I ZONE
CAST IRON FRAME AND COVER TO 6'A'gj E ,' / I
SURVEYOR: Peconic Surveyors
56 I I ` EXISTING UNDERGROUND 1230 Traveler Street
GRADE (AS REGUIRED) TEST HOLE EL +-1.5 - ,' Dye U,. I EXISTING GOBBLE 0 I ELECTRIC, LINE Southold, NY 11971
TRAFFIC SLAB (SEE fl :%� '-� NY Lic. No. 49618
PLANS FOR LOCATIONS) � 8x4 II 5TONE CURBING TO 0 DATED: DECEMBER 15, 201800
EXIST 1 NG GRADE Co BE REMOVED AND '�� I
TO BE RAISED 1O' 6x4 N �% II` y I REUSED IN LOCATION �CA I AllIllIV M_ Iiiiiiiiiiiii'F
PROPOSED NEN BLUESTONE / I P �. 5HONN ON PLAN 1
- DRIVEWAY ADDITION +8.5 �-% // Cll .,,r ':,. : ► I I„LI
- PROPOSED RETAINING HALL ' t
it
�� ® ® ® ® ® ® ® ® DRAINAGE BA51N FOR 3 5E DET�I ti '' :,~�;i/ r' - I / EXISTING UNDERGROUND \
W z SIZES SEE SITE PLANS SPf' 'r ' ./ EXISTING % I PROPANE TANK
1- Q O O K �/
5 min ® ® ® ® ® ® ® ® } - )/ BLUESTONE /
� a � BACKFILL MATERIAL
> `K /f I PROPOSED NEN
TO BE GLEAN SA`IND EXISTING PLANTS ry ` v r, .; // DR I\/ENAY I�
d o { ', :�/ �/ I� BLUESTONE
2 ® ® ® ® ® ® ® ® AND GRAVEL A r
DRI VENAY \�.
NEN UNDERGROUND I� \\
r ; .`.,� �/ +q.O ADDITION ;.
z ELECTRIC LINE �: ry. , ,, sz I \;
GROUND WATER SITE 0
EX 15T ONE CAR GARAGE 4"
PERMANENT STORM WATER TO BE REMOVED y ; r , II '\
PROPOSED NEW -
RUNOFF CONTROL MEASURE \ \\ \ \\ \
GOBBLE 5TONE CURB >y �f.0+ ❑
STORM DRAINAGE RING TYPICAL ❑ �.: rr•L ' GoNi0
❑ \
NO SCALE ' ❑
" ❑
NEW 2 CAR DRAINAGE CALCULATIONS p
' GARAGE goo
GENERAL STORMWATER POLLUTION PREVENTION NOTES 5' I TO OF I I �..� •' HH AREA OF NEW GARAGE (DW-A)
PERMANENT STORM WATER RUNOFF CONTROL MEASURE SIDE T B ❑❑ �,�,.► ❑❑ I DRY WELL AREA x RAINFALL x RUNOFF FACTOR
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE
YARD I ! I ❑ (DN-A) 484 SF x (2/12 FT.) x 1.0 = 80.'1 CU. FT.
for this project will consist of: SETBACK ELitV +1.2 USE: (1) 6' DIAMETER x 4' HIGH POOL
Development activities p �
1. Installation of temporary erosion control measures (silt fence barriers), see detail 1 &2 UNDERGROUND PIPING I /� (1) &' X 4' STORM DRAIN RING = 89.5 CU. FT.
2. Clearing of landscaping in areas shown on Site Plan PROVIDED REQUIRED
3. Demolition of existing structures and associated building components FROM DOWNSPOUTS TO �' ❑ EXISTING BLUESTONE 89.5 GU. FT. > 80.1 CU. FT.
STORM NATER DRYNELLS I ❑ PATIO ON GRADE
4. Excavation for the new foundations (+/-3 ft below finished grade)
5. Construction of the new foundations and building structure
6. Installation of new landscaping plants, lawns as required PROPOSED NEN BLUESTONE �'= ❑ AREA OF DRIVEWAY SURFACE (DW-B)
7. Removal of the temporary erosion control measures STEPPING STONES ON GRADE I %Y. ' ❑❑ Y:; DRY WELL AREA x RAINFALL x RUNOFF FACTOR
❑❑ (DIN-5) 1,580 SF x (2/12 FT.) x 0.1 = I61 CU. FT.
SITE DATA TO MATCH EXISTING I ❑ � a ,?j� ❑'��"' ❑ �f.0+ EXISTING RESIDENCE ❑❑ I USE: (1) 8' DIAMETER x 4' HIGH POOL
Site Area: 16,721 SF= 0.38 AC ( ,� ❑❑ (1) 8' X 4' STORM DRAIN RING = 168.9 CU. FT.
❑❑ PROVIDED liI RED 08 Z
Receiving Waters: PECONIC BAY PROPOSED SILT FENGE �' 168.9 GU. FT. > I61 CIU. FT.
Contractor: N/A DURING CON5TRUGTION ❑❑ a'
POLLUTION CONTROL MEASURES S2P EE DETAIL I ❑❑ J �,
In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment ❑❑ 8„ W J. W z
control measures including, but not limited to, the following shall be employed during construction: ' ' '
W
a Z u
�� GRADE
LU- v w_ v
A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall M
remain undisturbed. EXISTING BLUE5TONE a N
❑❑ -�-EXISTING BLUE5TONE SLOPE g w. N ° "
9 9 P 9 STEPPING STONES ON EX 15T1 NG U Q .
B. Clearing and Gradin shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are I 5TEPP1 NG 5TONE5 ON
written permission is ranted b the NYSDEC. Graded BE] •
n ime unless tt .
A maximum o
f 1 acre shall be disturbed at one t �
Y
exposed. p gGRADE LANK EX15T1 NG GRADE GRAVEL DRAIN
II a in
f temporary seeding as required. Seed mixtures shall b
i areas shall be kept stabilized through the use o t ❑
C0 C0
and stripped a q
p
p
p
9
p rY 9
accordance with the soil conversation service recommendations. COVERED DECK
u
DECK REINFORCED
re IST NG D GONG
will begin within 21 days as sectionsa � EX I
C. Bare soils shall be seeded within 14 days of exposure, unless construction eg t y STRUCTURE � r� IV
completed, or if construction on an area is suspended, the area shall be seeded immediately. EXISTING BUILDING _ STRUCTURE RETAINING WALLtu
a. Seed preparation - scarify soil if compacted,remove debris and obstacles such as roots and stumps. 8 W/ 2 #4 o 12" HORIZ. AND
b. Soil Amendments PORCH STRUCTURE -
2 #4 ® 12" VERT.
1. Lime to ph 6.0
2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) F PdFyVr
P
c. Seed Mixtures p 3. PROVIDE WEEP ���G� ►- ST<cF`O��
1. Temporary seedlings
a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) I x EXI5TING O HOLES, (Y�" PVC, GRADE �y
b. Certified"Aroostook"winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in OOH BELOW GRADE ON 11 s
S, LAWN FINISHED SIDE AT 4 0 i
October/November. Z X OG, WITH 12" THICK
2. Permanent seedlings-See Landscaping plans
GRAVEL AND FABRIC _ ori
D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from =� o FILTER ALONG BACK
cleared slopes. O G O SIDE OF WALL m
E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. C} S _I ROJE NO:
Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until p
construction is complete. y REINFORCED 2'-2" 12 1502A
F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads.The lP m d EXISTING GONG DRAWN BY:
construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be mZ I o NEIGHBORING #4 a 1:2 y UT
BULKHEAD 4
removed or cleaned on a daily basis. � °� '�� � CHECKED BY:
O.G. AND ',...
G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be ry INS
TOP OF
protected from sediment buildup through the use of appropriate inlet protection. EXISTING `n 3#4 CONT. -
DATE:
H. Appropriate means shall be used to control dust during construction. ' ' .
I. Followingpermanent stabilization paved area shall be cleaned of soil and debris and drainage systems shall be BULKHEAD � April 11, 2019
cleaned and flushed as necessary. p g y �L �'�� 3 RETAINING WALL DETAIL SCALE: 1" = 10' - '
J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections (N.T.S.) 0
must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance SHEET TITLE:
measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of TOP OF
sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. EXISTING
K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and I BULKHEAD gg.32.' SITE
toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as EL 'TA'
shown on Site Plan along with the placement of dumpster's to control the buildup of debris. The contractor shall periodically w PLAN
clean up any debris accumulated along the temporary fence and empty the dumpster's regularly. o
The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to 'O MEAN H167H
the Engineer/Architect for revision of the SWPPP where appropriate. EXISTING r i T41 56 WATER MARK
NEIGHBORING Z TIE LINE
DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE BULKHEAD SHEET NO:
Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete EXISTING EXISTING JETTY
septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and EXISTING HOOD HOOD DECK
siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor
paving materials. BULKHEAD AND STAIRS
Waste materials shall include demolition materials from the existing building structure, unused building materials and products,
trash from construction workers meals and drinks. Project site shall have a dumpster that all waste materials will be temporarily
stored and dumpster shall be emptied weekly by a private carting company. � F E Ci 0 I � I C E3 A'`i 1 EXISTING JETTYSCALE: 1if = 10�-0111 BUILD" ING 'PERMIT SE
T
NEW EXISTING COBBLESTONE 01.0+
CUPOLA SEE DETAIL COBBLESTONE CURBING TO BE REMOVED
CURBING AND REUSED
I EXISTING NEW
CUSTOM SHUTTERS TYP SEE 6UTTER/50UPPER PROPOSED NEW BLUESTONE COBBLESTONE
_____ _____ CURBING
SPECS ABOVE 5LUE5TONE DRIVEWAY r
RIDGE VENT TYP DRIVEWAY GUTTER/SCUPPER
I II I
22'-0" ADDITIO 22'-0ABOVE I I I I
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CONDUIT
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:
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SPECS. PROVIDE VENTED I ` 2x8®I6" RR o 2x8@ I6" RR / I I I I/ I I �__-
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GUTTER/5GUPPER a ���e L �'; I I N
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CEDAR SHINGLES PER I \ / � I f/ -- -J -
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FLOOR
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(2) LVL DOWN6POUT
STOR�tr7E i =T i PROVIDE (5)2x4 P05T \� VIDE -----� L------j
X (2)2x4 POST (2) x4 P05T ---1 F-----,
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A T I (o P L k Nn I II Q
SPECS GUTTER/SGUPPER GUTTER/SGUPPER v N.;. ' 'T 'X y n �' ` X" \' I I I 0 �/ O
RIDGE VENT TYP ABOVE SCALE: 1/4" = 1' -0" ABO� x�`; 1 .' y ' ` .' j�<:°>' I _ I I ---
x L-----J L— —JX I ST. cn
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PER SPECS. PROVIDE hX y n
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STEPPING STONES
W2831 Ixb PVC BARGE BD PER ON GRADE
SPECS. PROVIDE VENTED u in
SOFFIT BELOWmm 0% PROP05ED NEW
Ao)" R P L A N
F I SCALE: 1/4" = 1' -0"
BLUESTONE STEPPING
STONES TO MATCH
EXISTING ON GRADE Z•
-- - _.
.
----------
8" WIDE GUTTER/50UPPER
B B B B B 8 THK. POURED GONG. FOUNDATION
CEDAR SHIN&LES PER SPECS OVER HOUSE WRAP .. WALL, REINF. AT TOP w/(2)#5 REBAR d
ON PLYWD. SHEATHING is `
DOWNSPOUTS <::`:' 2PROVI®E6FLo5H1NG AS REQUIRED 'J
DECORATIVE LATTICE PANELS W/ s 4x8 ® 24" OG a" I6" W J• „
B8 BB88 8B :4 SARAOE z W
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2x2 FRAME GRILLS, ATTACHED
TO BUILDING FACADE 2" CLEAR Q I ^`c I 4" THK. POURED I - t 4x8 a24" OG = W• 2 ? c
GARAGE ®® ®®®® ®® FROM BUILDING SIDING N `` w/6x6, 4/#4 MM
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FLOOR 5/4x8 SKIRT BOARD WITH FLASHING
SLAB - GRADE I .2�� - - -
z 8"x16" POURED GONG. FOOTING LF
REINF. w/(2)#5 REBAR
-� 4x4
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3x6
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E A `S I m E L E V A I`I IN 0
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SCALE: 1/4" = 1' -0" 4
INTO BUILDING „
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,
A .: — - - - - - — TRELLIS STRUCTURE DETAIL
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- - - - - - - - - - SCALE: 1/2" = 1 ' -0"
CUPOLA SEE DETAIL
CUPOLA SEE DETAIL '7953-
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CUSTOM SHUTTERS TYP SEE Am"' It
CUSTOM SHUTTERS TYP SEE ROJ -No:-
SPECS
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RIDGE VENT TYP DRAWN BY:
R DG T
UT
CHECKED BY:
NS
DATE:
1x3 4 Ixb PVC FASCIA PER SPECS. TRELLIS STRUCTURE April 11, 2019
p Ix5 4 Ix6 PVC FASCIA SCALE:
PROVIDE VENTED SOFFIT BELOW ATTACHED TO
BUILDING FACADE VENTED SOFFIPER SPECS. T BELOW 1/4VIDE = I
' - 0"
W2831 SEE DETAIL W2831 SHEET TITLE:
Ix6 PIG BARGE BD PER SPECS. •Ix6 PVC, BARGE BD PER GARAGE
PROVIDE VENTED SOFFIT BELOW SPECS. PROVIDE VENTED
SOFFIT BELOW
PLAN
- ----------- - ----
--- ---- --- --
- 8" WIDE GUTTER/SCUPPER -
CEDAR 5HIN&LE5 PER 5PE05 OVER ELEVATION
HOUSE WRAP ON �/e" PLYYVD. SHEATHING
8 WIDE
® ® 6UTTER/5GUPPER
® (2) a'-O"x7'-O" OVERHEAD GARAGE DOORS BY _
CLOPAY, "GRAND HARBOR", DESIGN #12 WININDOWS W263 W263 DOWNSPOUTS
#5024. PROVIDE ELECTRIC OPENER Q REMOTE CEDAR SHINGLES PER
f...._---DOWNSPOUTS -
o �� FHW60 11 � oNE%es PL�YJN�SHE�THI�NGP SHEET NO:
GARAGE ;I 6ARA&E
FLOOR 5/4x8 SKIRT BOARD WITH FLASHING FLOOR 14
FL4i4xSH1 GIRT BOARD WITH
2-1
SLAB GRADE SLAB GRADE
IN Omh' R w 1" H I E L E',RauA,'ff A it 10%
SCALE: 1/4" = V -0" SCALE: 1/4" = 1' -0" BID & PERMIT SET
REVISIONS:
= Y
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CUPOLA 5EE DETAIL
ASPHALT ROOFING 5H I NGLES
TO MATCH ROOF BELOW ON
5/4" PLYWOOD DECKING ON J
2x4 ROOF RAFTERS. = RIDGE 1/ENT 0
DOUBLE 2x4
HEADER/COLLAR =)
0
Ix3 FASCIA BOARD PRIMED (3)2x10 RIDGE (n
AND PAINTED PER 5PEG'5.
Ixb SOFFIT BOARD
ANDERSEN AWNING WINDOW 12 ROOF SHINGLES ON 5/8" PLYWD.
8
MODEL NO. AR21 5HEATHIN6 ON 2x8 RR @)16"
FRAMING.
Ix MATERIAL PRIMED AND
PAINTED OVER BLOCKING 2x10 VALLEY
BELOW.
PROVIDE CEDAR SIDING TO
MATCH STRUCTURE BELOW ON
5/6" PLYWOOD 5HEATH I NG ON ATT I Co, 2x6 PLATE PROVIDE
2x4 FRAME. HURRI GAME GL I P5 TIE DOWNS
OPENING IN ROOF 5HEATH I NG 3/4" PLYWD
AT CUPOLA
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yp a ~• U
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R-30 BATT
INSULATION
-_ EXTERIOR WALL w/SHINGLE
PROVIDE 5/4" CORNER 51 D I NG ON 5/5" PLYWD.
BOARDS PRIMED AND _ SHEATHING ON 2x4@16" FRAMING
PAINTED PAINTED �A R A� _ W/ R-I5 BATT INSULATION ,�eOF NE�
\ / I x4 GAS I NG PRIMED AND CoPAINTED - DOWNSPOUTS TIED TO ��G� �.•Sy�c��®��
= UNDERGROUND PIPING AND
_ 411 STORM WATER DRYWELLS
MARY I N AWNING WINDOW - THK. GONG SLAB FLASH I NG
MODEL NO. WAWN 2420. - REINF. w/6x6, #4/#4 WWM
5/4x5 SIG I RT BoOARD s '79 31 �CrC
PROVIDE ALL REOU I RED = -
DESTRAPPIG PER GORE.
GRADE
E O:
A / ' ,`,' // \ j 1 502
SUBGRADE /`/ ': ; \ /' `°`` /\ DRAWN
\C0MPACTEb\TO ,A'` \\ \ i /; BY:
i ��, \ ti 8 THK. GONG. FOUNDATION UT
DENSITY OF \ WALL w/(2)#5 REBAR AT TOP
/. // / ;% �� / / .�' / / / /� CHECKED BY:
�.00, _2.�� /oe- ,, ' ;� \' �� \ % ti EDGE NS
\ \ <; \' , i \ \ \ FOUNDATION BOLT5
': \\ \\ \'
DATE:
.% >�;-'.y. Y:; %/; \ // ' ' -�' - \/, ' / �';/� 'i::j:� / ,• ,\/ ' xl&"
POURED GONG. Aril 11, 201
FOOTING w/(2)#5 REBAR SCALE:
1/2
CUPO LAM � /
SHEET TITLE:
SCALE: 1" = l' -O" GARAGE
SECTION
Ll
LA
B U D NG S " 0
® �
SCALE: 1/2" = 1' -0"
SHEET NO:
Rin R PERMIT .qFT
. ' �m STRUCTURAL RSV I EW BY STEVE MARESGA, PE
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS ::
FOR I�ALL OPENING PROTEGTI ON OF 120 MPH 5-SEGOND loll ND GUSTS 15a-0-7 1�1E5T MONTAUK HIGHWAY HAMPTON BAYS NY 11 a46
( MAXIMUM MEAN ROOF HE-1 CHT: 559 SIMPSON LSTA - 20 GAGE PHONE 631 -7 �} ,(2a `'f'aO
RIDGE STRAP - ALL ROOF RAFTERS
USE/OCCUPANCY
• � N VIEWIOF STRAPE a EACH . CLASSIFICATION
r . DESIGN CRITERIA:
I . ICE SHIELD UNDERLAYMENT S I NGLE FAM I LY RE51 DENT 1 AL
SHUTTER ASSEMBLY, I REQUIRED - 24 FROM ED6E DF-516N IN ACCORDANCE N I TH AMERICAN
N.T.S. °a' FOREST GON TRUCTRIONUMANUAL FORFRAME
2 FAMIL`r HOUSE
FOR PANEL SPANS: O < 4'0 WIDE SPAN I � \
23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I HEIGHT PRESCRIPTIVE METHOD
(OVERLAP AROUND OPENINGS 4") I ' i ALTERNATE POSITION OF HURRICANE I-O II MAXIMUM
ASSEMBLY: I - I SI MPSON H3GLIP USE 5� GROUND SNOW LOAD - 45 P5E. Y
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ °I" I FIRST LEVEL - 40 PSF. L.L.
#10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL LIVING AREAS - 40 PSE. L.L. 0
WOOD SCREW @ I6" O.G. I I 51MPWN H2 HURRICANE BEDROOMS - 30 PSE. L.L. �.•
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I ° CLIP NAILED. FROM '
#10 TEE NUTS ATTACHED TO BLDG. W/ #10x1-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 130 MPH
MACHINE BOLT @ 12" O.G. • I STY-PISGdp,lNAIILLS EACH END SEISMIC DE51 GN CATEGORY - B
\ I RES I DENCE: X WEATHERING - 5EVERE W
APA RATED PLYWOOD TO1i
EXTEND TO TOP OF TOP PROVIDE 8d COMMON FROST LINE DEPTH - 36
\ I
PLATE. EXTERI OR 6ED&E OF ALL TERMITE - MODERATE TO HEAVY
TYPE OF CONSTRUCTION DECAY - SLIGHT
GONVENTI OVAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES
1 CON57RUC7ION
I �
ULTIPLE SECTION A55EMBLY:
1 1/4" THICK BOLTS @ 2' 00
I , 11
GENERAL NOTES
I,t I °� I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY
I I I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE J
I I I I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Q
- I I ,� I I 1 CONSERVATION GODS, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN =
,f' 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY �--
I I I PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE.
TO OVER LAP BOX
1 BEAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Q
I 1 I 1 1 1 I LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. cf)
16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
+ I� ' � � � DOUBLE TOP 4. SROVRID�NDDOUBOLOE HEADERS AND TRIMMERS AT ALL
SHUTTER IS�7 E SLY I I I L R OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS.
I I I I 2 x 6 ®16" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING.
N.T.S.
I I STUDS 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE
.
5BRIDGING TO BE PROVIDED FOR ALL JOISTS AND
GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM
FOR PANEL SPANS:4' OR WIDER SPAN i I I�j A-325 BOLTS, 3/4" DIAMETER.
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I
(OVERLAP AROUND OPENINGS 4") I I VERIFIED BY CONTRACTORS) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER
HURRICANE CLIP USE AND OWNER.
2x4 STRONG-BACKS @24" OG I�"� 1oJ,- sIMP50N H2.5A 4 - Sd NAILS CONSTRUCTION AND ORDERING OF MATERIALS. TH15
FOUNDATION 1
BEARING CAPACITY OF TWO (2) TSF AND GRADES a UNTIL FLOOR SYSTEM INSTALLATIONS COMPLETE.
DO NOT BACKFILL AGAINST FOUNDATION kSALL5
ASSEMBLY: I SIMPSON MST2'7
1 1 I/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
1). PREASSEMBLE PLYWOOD TO 2x4'3: # 10x3" (W/ HASHERS) GALVINIZED OR I 1 METAL STRAP @45" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
STAINLESS STEEL WOOD SCREW ® 12" O.G. I°I•' `' NAIL SHEATHING TO BOX BEAM w/ CONCRETE SLABS TO BE COMPACTED TO a5y AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ 8d NAILS a 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06 Z . r*_
#10x3" (W/ WASHERS) GALVANIZED OR STAINLESS STEEL Q
WOOD SCREW ® 16" O.G.
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: '7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21, SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND co Q • �;
SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY ti
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) 1
NEW YORK STATE BUILDING GORE
MACHINE BOLT @ 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE . J .N a o 0
SEE FOUNDATION DW6. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. O
FOR DESIGN. 22. ANY ALTERATION, REPAIR, ADDITION OR GONVER510N TO � x
W -� •WZ � Q
8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT -< z
WINDOWS - GLAZED O P'E N I N G PENETRATIONS
NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE m W .�2<1177
uj
cf. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED <N 0 o
PROTECTION IS REQUIfZED FOR ALL GLAZED AREAS. CHIMNEYS SKYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. W • N o T
V
IN ACCORDANCE WITH LARGE MISSILE TEST O M
23. THE NYS GORES ALSO APPLY TO ACCESSORY 1
ASTM E Igab AND OF ,ASTM 1886. AND DECKS ETC..
Q H . � �
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS A ��++
IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DO!!VN '�' :7HEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN.
PANELS TO BE PRECUT" TO FIT OVER WINDOWS WITH
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF
PANELS TO BE MAINTAINED ONSITE. SHALL COMPLY N/NYSBC GHAPTER #2304.ci.6 THIS CONSTRUCTION PROJECT, FEDERAL, STATE
LABEL LOCATIONS ON EACH PANEL.
AND LOCAL ZONING AND BUILDING GORE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ,OF Newt
Co ST�ccr`
NAILING SCHEDULE FLAMING NOTES 1
TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL GORE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" c 01 DOUGLAS FIR-LARCH STRUCTURAL GRADE N 5
No. 2 OR
BETTER. ox.. EXTERIOR EDGES AND 6 d ® 12" o.r-. S�
INTERMEDIATE.
SIZED SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED EXPOSURE 15/8" PROcr
h 'I ALL INTERIOR
RAFTER/TOP PLATE 3-16d (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFIrNG SHALL BY ARCHITECT.
INC 1502
o <'10 O CEILING JOIST/TOP PLATE 4-5d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY:
.................................................. ....
CEILING J0I5T/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT
CEILING JOIST LAPS OVER PARTITION -7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE
COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY:
GABLE ROOFSBLOGKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NS
o �,lo- RIM BOARD/RAFTER 4-Ibd (END NAILED) 4. ALL HEADERS 6-O' AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE:
TOP PLATE/TOP PLATE 2-166 (FACE NAILED) WITH DOUBLE UPRIGHTS, a'-O" AND OVER WITH CONNECTIONS. April 11 2019
TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A P
a ° TOP PLATE AT INTERSECTIONS 4-I6d (PAGED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
h STUD/STUD 2-16d (FACE NAILED)
HEADER/HEADER Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. GORE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE:
O O @ 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR
14 Io < O (45 BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB
w w o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) 9
BRIDGING/J :2-10dOIST -IOd (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( sky II hts, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL
h BLOCKING/JOIST 2-I0d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"
GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
o o '7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES &
i
100< o so 0 10 < O (45 LEDGER STRIP/BEAM 4-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS
PROVIDE Sd COMMON NAILS,® 4' O.G. BAND JOIST/JOIST 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
AT H16H PRESSURE ZONE - 6 O.G.
HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14 ALL MULTIPLE LVL PRODUCTS TO HAVE :2 ROWS OF 1/2" DIA.
O PLYWOOD ROOF DECKING 8d @4" O.G. EDGES, @8" O.G. FIELD "TECO" OR APPROVED EQUAL.
100< O �3o GALVANIZED MACHINE BOLTS @) 12" O.G.. SHEET NO:
STRIP SHEATHING Sd (ONE/RAFTER)
PROVIDE 8,d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, @8" O.G. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S.
PORTIONS OF PANELS IN HIGH PRE55URE ZONES. PLYWOOD 5UBFLOOR DECKING 5d ®6" O.G. EDGES, a12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO
NOTE a = 4 FT. IN ALL GASES
SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. I=ACILITATE CONSTRUCTION AND SHALL NOT BE
COMPONENT A N D CLADDING PRESSURE ZONES �
ALL EXTERIOR NAILS SHALL Bi= GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER.
tAms" I TE DATA
SCTM # 1000-88-05-62
>ll
PROPERTY: 745 Watersedge Way
Southold, NY 11971
�� p0
1� 1 ppi OWNER: Peter & Susan Honig
g
rn 1787 Hawks Nest Drive
LO Collegeville, PA 19426
� vrn
I� SITE: 16,852 SQ. FT. = 0.38 AC.
AREA
ZONING: R-40
LOT COVERAGE: 20%
-0 Q9'3p I ALLOWABLE: 3370 SF
56 ' U� EXISTING HOUSE: 2552 SF
PROPOSED GARAGE:484 SF
TOTAL LOT COVERAGE:3036 SF or 18%
FLOOD: Zone X, (go
rn ZONE
SURVEYOR: Peconic Surveyors
SoutTraveler Street
hold NY 11971 W
NY Lic. No. 49618
I DATED: July 8, 1998
Revised: Aug. 15, 2013
L 0 C A T 10 IN M A
►�w
EXIST. ONE GAR
GARAGE TO BE
IO' REMOVE ❑❑ \\❑� 0
❑❑ 0
I ❑❑ ❑
ld
NEW 2 CAR ❑❑ ❑
GATRAGE � ❑ _ SITE Q
❑❑ ❑ co
YARrP 7-1
❑❑_ ❑ I , ,TBACK
,
17
I/ ❑
❑0000❑❑ ❑❑
❑ ❑�❑❑ EXISTING RESIDENCE ❑❑
HF�
Lj I 08 z.
❑❑ NQ• L �
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of NJS
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s
01 _1
PROJECT NO:
1502A
I A p DRAWN BY:
UT I CHECKED BY:
LO
NS
DATE:
N March 29, 2018
SCALE:
1" = 10' - 0"
SHEET TITLE:
0 SITE
^- 97.88
PLAN
d- 00 < r ,
Lf)
I T E
L A
ZSCALE: 1 " _ 10 .0"
' SHEET NO:�1` �
60.41 10"W
N
Notice ®f Disapproval-,.
loll
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I I
I
Lu 11
MEIN 2 CAR EX 15TI NO �
C&ARASE RF-51 DENCE
ATTIC STORASE AW /E
PULL DOWN W
STAIR Z
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I I
WEb I E L E VA"A T I N
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SCALE: 1/4" = V -0" L------J
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-------------------------------------------------------
oS Z
SCALE: 114" = V -0" cn Q• m "g
H . . LV J• � a
Z LL
LLI• V w o
DECORATIVE LATTICE PANELS
M W• N S M
F �
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10 cf) cl)-
EA0 I t: LV= v AMI im
SCALE: 1/4" = 1' -0"
OF N
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.mom
r
o PROJECYNO:
' 1502
DRAWN BY:
CHECKED BY:
NS
--------------------------------
� I �
r - ------- -
------------------------------------------------------- .fl
------------- - ---- --- ---- --- -- ------------ DATE:
March 29, 2018
® ® ® ® ® ® SCALE: I - owl
o SHEET TITLE:
GARAGE
PLAN
&
ELEVATIONS
V U IM o (Ju I N E L E VA T 10 1"'Mm
imUKTH ELET"ATI "" m SCALE. 1/4" _ 1 -0„ SHEET NO:
SCALE: 1/4” = 1' -0"
—
Notice ot u1saproval
PROPOSED TRENCH DRAIN FOR RAIN EXISTING WATER VALVE 1-EST HOLE REVISIONS:
WATER RUNOFF FROM DRIVEWAY AND UNDERGROUND 10/14/19
WIRE FENCE W/ PROPOSED NEW UNDERGROUND DRYWELL FOR STORMWATER WATER LINE TOP OF GRADE ELEV +7.5' SCTM # 1000-88-05-62 ATTIC STAIR
FILTER CLOTH 1 RUNOFF FROM DRIVEWAY TYPICAL SEE DETAIL PROPERTY: 745 Watersedge Way
FILTER G1_oTH MIN. b" SURFACE SP1 1.0 FT. DARK BROWN LOAM Southold, NY 11971
OWNER: Peter & Susan Honig
BELOW GfZADE n AINAGE EXISTING TREES REMOVED ON XIST UTILITY 1787 Hawks Nest Drive /y�f
Collegeville, PA 19426
6.3 FT. BROWN SILT 9
POLE _
PROPOSED NEW UNDERGROUND ,°°.°° -
/� DRYWELL FOR STORMWATER RUNOFF 0000 9.7 WATER >- AREA
16,721 SQ. FT. = 0.38 AC.
FT ER IN BROWN SILT
FROM GARAGE STRUG RE TYPICAL 10 W
ZONING: R-40
TEMPORARY STORM WATER
1 SEE DETAIL I i WATER IN BROWN FINE TO LOT COVERAGE: 20%
RUNOFF CONTROL MEASURE SP1 I \ COARSE SAND ALLOWABLE: 3370 SF
)%NSIOIN & SEDIMENT CONTROL DETAIL 11PROPOSED NEW o 17 FT. EXISTING HOUSE: 2552 SF
ALE PROPOSED SILT FENCE GOBBLE STONE CUR Z PROPOSED GARAGE:484 SF
DURING CONSTRUCTION I � I COMMENTS: WATER ENCOUNTERED TOTAL LOT COVERAGE:3036 SF or 18%
2 EE DETAIL g EXISTING GOBBLE -� 6.3' BELOW SURFACE, ELEV +1.2' FLOOD: Zone X,
TOP OF EXISTING GRADE S P STONE CURB I NS TO A I ZONE
CAST IRON FRAME AND COVER TO 6.49���E / I REMAIN SURVEYOR: Peconic Surveyors
EX I ST I NS UNDERGROUND
GRADE (AS REQUIRED) + 56 '' ' / I EXISTING GOBBLE ` � Southold,
NY Street
TEST HOLE EL �l. DW ELECTRIC LINE d, NY 11971
TRAFFIC SLAB (SEE EXISTING GRADE a, B I STONE CURBING TO 1 ( NY Lic. No. 49618
PLANS FOR LOCATIONS) TO BE RAISED ^ 8X6 BE REMOVED AND DATED: DECEMBER 15, 2018 0
PROPOSED NEW DRIVEWAY A 14 - i REUSED IN LOCATION 1�� I >"
10 6x4 N, I SHOWN ON PLAN 7� �j
N ADDITION WITH NEW _ _ 1
J CONCRETE PAVERS EX(STING DRIVEWAYLii
- _ PROPOSED BETA I N I NS WALL I ' I WITH NEW GONGRE
® ® ® ® ® ® ® ® S] DRAINAGE BA51N FOR 3 SEE EAI I PAVERS ON_E-XISTIN EXISTING UNDERGROUND °
Q to ® ® ® ® ® ® ® ® ® SIZES SEE SITE PLANS SP I GRA�V-BC SUBBASE - PROPANE TANK \
d 3 mfn ® ® ® ® ® ® ® ® ® } �r (TCH SURFACE
z IL BACKFILL MATERIAL E TI NEW TRENCH DRAIN
z ® ® ® ® ® ® ® ® ® EX I ST I NS PLANTS �y I�
TO BE GLEAN SAND
d 0 ® ® ® ® ® ® ® ® ® AND GRAVEL
- NEW UNDERGROUND ` `
z
ELECTRIC LINE
VROUND !NATER - - EXIST ONE GAR GARAGE
PERMANENT STORM WATER TO BE REMOVED
RUNOFF CONTROL MEASURE PROPOSED NEW 10
\\\ \ O
COBBLE STONE CURB \\ \\\\` \ \\\`\\\\
\ \
STORM DRAINAGE RING TYPICAL ❑Dili❑ CON I
a--
n
NO SCALE Io' NE� 2 CAR ❑ DRAINAGE CALCULATIONS
GARAGE I Ywoo rk
GENERAL STORMWATER POLLUTION PREVENTION NOTES 51 TO OF I I ❑❑ AREA OF NEW GARAGE (DW-A) co
PERMANENT STORM WATER RUNOFF CONTROL MEASURE SIDE T B ❑❑ �� ❑❑ ( DRY WELL AREA x RAINFALL x RUNOFF FACTOR
SITE DESCRIPTION 8, GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE YARD I ,, I I ❑ (ON-A) 484 5F x (2/12 FT.) x 1.0 = 80.7 CU. FT.
Development activities for this project will consist of: SETBACK EL±\/ +�f.2 USE: (1) &' DIAMETER x 4' HIGH POOL
1. Installation of temporary erosion control measures (silt fence barriers), see detail 1 &2 UNDERGROUND PIPING I / (1) VX 4' STORM DRAIN RING = 8q.3 CU. FT.
2. Clearing of landscaping in areas shown on Site Plan FROM DOWNSPOUTS TO I ❑❑ PROVIDED REQUIRED
3. Demolition of existing structures and associated building components I EXISTING BLUESTONE S�i.3 GU. FT. > 80.7 GU. FT.
4. Excavation for the ne�v foundations (+/-3 ft below finished grade) STORM WATER DRYWELLS ❑ PATIO ON GRADE
5. Construction of the new foundations and building structure �T
PROPOSED NEW BLUESTONE ❑ AREA OF DRIVEWAY SURFACE (DW-13)
6. Installation of new landscaping plants, lawns as required x. y
7. Removal of the temporary erosion control measures STEPPING STONES ON GRADE
I ,;� x = �❑ DRY WELL AREA x RAINFALL x RUNOFF FACTOR
1,226 SF x (2/12 FT.) x 0.9 = 177 CU. FT.
SITE DATA TO MATCH EXISTING : ? q.o+ EXISTING RESIDENCE ❑❑ U5E: (1) 8' DIAMETER x 6' HIGH POOL
Site Area: 16,721 SF =0.38 AC I I ❑ (1) 8' X 6' STORM DRAIN RING = 255.4 CU. FT.
Receiving Waters: PECONIC BAY PROPOSED SILT FENCE ❑❑ PROVIDED REQUIRED °5 Z.
Rece g
❑❑ 255.4 CU. FT. > I1� CU. FT. to Q• M
Contractor: N/A DURING CONSTRUCTION ❑❑
POLLUTION CONTROL MEASURES 2 EE DETAIL ❑]
�•
Y a
p J v, aor
In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment '' °
control measures including, but not limited to, the following shall be employed during construction:
❑❑ GRADE ~ a Z u
means and shall W• w %
A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved ) 5�' MAX a � o
remain undisturbed. EXISTING BLUESTONE ❑❑ EXISTING BLUESTONE SLOPE w
B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are STEPPING STONES ON \ EXISTING ❑
I STEPPING STONES ON
exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded LAWN ❑❑ Q ~
p GRADE \
and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in EXISTING ❑❑ GRADE GRAVEL DRAIN
ice recommendations. COVERED DECK
accordance with the soil conversation sere \
C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are STRUCTURE ❑ EXISTING DECK REINFORCED GONG z
completed, or if construction on an area is suspended, the area shall be seeded immediately. EXI STING BUILDING X
p 8 STRUCTURE RETAINING WALL X
_ W/ 2 #4 ® 12" HORIZ. AND
a. Seed preparation - scarify soil if compacted, remove debris and obstacles such as roots and stumps. PORCH STRUCTURE
b. Soil Amendments - 2 #4 ® 12" VERT.
d-
1. Lime to ph 6.0
2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre(14 lbs/100 sq. ft.) N
�\EOF NewY
c. Seed Mixtures
O 3 PROVIDE WEEP } Co Sx�FI o�'�
1. Temporary seedlings I
a. Ryegrass (annual or perennial) @ 30 lbs. per acre(0.7 lbs per 1,000 sq. ft.) EXISTING O N HOLES, 11�" PVC,_
b. Certified "Aroostook"winter a cereal a 100 lbs. per acre(2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in O - BELOW GRADE ON �� GRADE ,
rye ( rye) @ 11 s, LAWN M m FINISHED SIDE AT 4 0
October/November. 0 P Z Q (� x
2. Permanent seedlings-See Landscaping plans OG, WITH 12" THICK
3 GRAVEL AND FABRIC _ o yg I
D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from y-1 00 FILTER ALONG BACK CSS
cleared slopes. G O A
� SIDE of wALL m �
E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. �}7� O O 0
Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until Y �O S'-I�" PROJ�'CT NO:
construction is complete. rt REINFORCED 2 -2 12] 11 1502A
F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads.The tS� M d EXISTING GONG
DRAWN BY:
construction entrance shall be maintained until the site is permanently stabilized.Any sediment tracked onto public roads to be I o NEIGHBORING #4®TI2 UT
rno _
BULKHEAD 4 . .�.. ' CHECKED BY:
removed or cleaned on a daily basis.
G.All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be TOP OF O.G. AND
N NS
protected from sediment buildup through the use of appropriate inlet protection. EXI STING `n 3#4 CONT. -
..�` ':. �:." DATE:
H. Appropriate means shall be used to control dust during construction. BULKHEAD vMi
SEPT. 4, 2019
I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be EL -7,1' RETAINING WALL DETAIL SCALE:
cleaned and flushed as necessary. 3
J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections (N.T.S.) 1" = 10� - 0�
must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance SHEET TITLE:
measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of TOP OF
sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. EXI STI NS
K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and BULKHEAD 95.32; �l�Se� -�- �a'
toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as I , SITE
shown on Site Plan along with the placement of dumpster's to control the buildup of debris. The contractor shall periodically W EL �.� p
debris accumulated along the temporary fence and em the dum ster's regularly. o PLAN
N
clean up any deb g p ry empty p 9
The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to � MEAN HIGH
the Engineer/Architect for revision of the SWPPP where appropriate. EXISTING rr i •41+56"W WATER MARK OCT 5 2Q�g
NEIGHBORING Z N62 TIE LINE yy�
DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE BULKHEAD 0+ t' -
d forms building lumber and associated metal attachments, recast concrete EXISTINS JETTY (lI SHEET NO:
Construction materials shall include concrete woo g P EXISTING
septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and EXISTING WOOD WOOD DECK (+
siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor
paving materials. BULKHEAD AND STAIRS
_ Waste materials shall include demolition mate,ials from the existing building structure, unused building materials and products,
trash from construction workers meals and drinks. Project site shall have a dumpster that all waste materials will be temporarily
stored and dumpster shall be emptied weekly by a private carting company.
A [ft,MN
EXISTING JETTY-�� FE( �� _ L
SCALE. 1 - 10 -011131 D & PERMIT SET
NEW EXISTING COBBLESTONE 01.0+ REVISIONS:
COBBLESTONE CURBING TO BE REMOVED 10/14/19
GUTTER/5CUPPERA CURBING AND REUSED ISTAIR TO ATTIC
ABOVE
2FI EXI5TIN6 DRIVEWAY WITH NEN—/
22'-O" CONCRETE PAVERS ON EX151TNG
2 PROPOSED NEW
II' II' DRIVEWAY I GRAVEL 5UBGRADE
22'-0" ADDITION
— _— 1'-2" a' 1'-8" a' 1'-2„
Ir— - --- ---- - - - - - - -- -- -- - -- -- , I
TW2 310 I — — — — — — — I 22'-0"
—_ (2)ay ' LVL
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HOLD DO -----
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2x10®I6" RR _ 2xl ®16" RR I _—
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, ELECTRIC
LD_J2_OLN1yIL—___--� SUPPLY IN
ELLcGTRIGB- ---i CONDUIT
(3)2x4 II I
i ( POST / \ P L
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N I NING IN \ I n I w/bxb, #4/#4 MM I I I — — x ON GRADE
OF ABOVEL-----J L-----J W
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CUPOLA SEE DETAIL CUPOLA SEE DETAIL f {
r L-- --J L-----J
CUSTOM SHUTTERS TO
MATCH HOUSE
CUSTOM SHUTTERS TO
a.o
MATCH HOUSE
RIDGE VENT TYP RIDGE VENT TYP `y X EXISTING BLUESTONE
STEPPING STONES
FLOOV-D rLA'R N
ON GRADE
SCALE: 1/4" = V -0" PROPOSED NEW
HOLD DOWNS - SIMPSON HDU2-SDS2.5 BLUESTONE STEPPING
5TONE5 TO MATCH
Ix5 4 Ixb PVC FA501A p 1x5 8 Ixb PVC FASCIA PROVIDE
EXISTING ON GRADE � Z•
PROVIDE VENTED SOFFIT VENTED SOFFIT BELOW to Q• M
BELOW
W2831 Ixb PVC, BARGE BD PROVIDE IM
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W2831 Ixb PVC BARGE BD PER
SPECS. W I- o
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8" WIDE -_- 8" WIDE GUTTER/SCUPPER � W• N � n
CEDAR SHINGLES OVER HOUSE WRAP
GUTTER/SGUPPER ON Na" PLYWD. SHEATHING Q F"
CEDAR SHINGLES PER ® ® ® N
C 2 C 2 SPECS OVER HOUSE WRAP
ON �/g" PLYWD. SHEATHING (2) a'-O"x7'-O" OVERHEAD GARAGE DOORS BY
GLOPAY, "GRAND HARBOR", DESIGN #12 w/k 41NDOW5
DOWNSPOUTS #5024. PROVIDE ELECTRIC OPENER 4 REMOTE
DOWN5POUT5
GARAGE 5/4x8 SKIRT BOARD ;'_ GARAGE
FLOOR WITH FLASHING FLOOR 5/4x8 SKIRT BOARD WITH FLASHING
SLAB SLAB GRADE \, oF NEI,1-
GRADE S�PG� 1.. ST�e� o%,�
S IN Lx I
I"mm 0 T H E L E'VA ff A T 10
g�
ELtv A 0"Im 10 I'm
SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0"
CUPOLA SEE DETAIL CUPOLA SEE DETAIL 01
CUSTOM SHUTTERS TO PROJ T NO:
MATCH HOUSE
1502
RIDGE VENT TYP RIDGE VENT TYP DRAWN BY:
UT
Y— UT
CHECKED BY:
NS
DATE:
SEPT. 4, 2019
+fIIJS Ix5 $ Ixb PVG FA501A Ix5 4 Ixb PVC FASCIA
PER SPECS. PROVIDE SCALE:
PROVIDE VENTED SOFFIT ,� _
BELOW VENTED SOFFIT BELOW 1/4 = 1 - 0
W2831 SHEET TITLE:
loll
Ixb PVC BARGE BD PER Ixb PVC BARGE BD PER
SPECS.
SPECS. GARAGE
----------------------------------------
-------------
-------------
PLAN
-------------------------------------------------------
-------- ELEVATION!
8" WIDE 6UTTER/5CUPPER
CEDAR 5HINGLES OVER 8" WIDE
HOUSE WRAP ON No" PLYWD. CW 25 / GUTTER/SGUPPER
SHEATHING 50 I ONIS DOWNSPOUTS
DOWNSPOUTS / PA DR5\
TIP
TWIN
CEDAR 5HINGLES OVER
HOUSE WRAP ON !/e" PLYWD. SHEET NO:
\ — — — 5HEATHIN6
GARAGE 5/4x8 SKIRT BOARD GARAGE \\ / 5/4x8 SKIRT BOARD WITH
FLOOR WITH FLASHING FLASHING
SLAB "' GRADE GRADE
SCALE: 1/4" = 1' -0" BID PERMIT SET
REVISIONS:
10/14/19
STAIR TO ATTIC
W
Z
CUPOLA SEE DETAIL
ASPHALT ROOFING 5H I NGLE5
TO MATCH ROOF BELOW ON E=EE RIDGE VENT—.,
3/4" PLYWOOD DECKING ON
J
2x4 ROOF RAFTERS. O
12
DOUBLE 2x4 _
HEADER/COLLAR
(3)II-/8" RIDGE W/2-3/4"
X I I" STL PLATES O
I x5 FA5G I A BOARD PRIMED - 5/5" PLYD INTERIOR AND PAINTED PER 5PEG'5. ROOF 5HINC7LE5 ON 50# G
xb SOFF I T BOARD 12 FINISH W/BATTENS FELT ON 5/8" PLYWD. SHEATHING
ANDER5EN AWNING WINDOW 8 PAINTED ON 2x10 RR 16" FRAMING.
MODEL NO. AR21 ASPHALT 5H I NGLE ROOF
TO MATCH EX15T. AT ATT
Ix MATERIAL PRIMED AND HOUSE
I PAINTED OVER BLOCKING
BELOW. _
PROVIDE CEDAR 51 D I NC TO 1 2x6 PLATE PROVIDE
MATCH STRUCTURE BELOW ON
R-30 BATT -I HURRICANE CLIPS TIE DOWNS
_ 5/5" PLYWOOD 5HF-ATHINC7 ON INSULATION a
2x4 FRAME.
OPENING IN ROOF SHEATHING 2-2x10 VALLEY
AT CUPOLA 3 4" PLYWD ' r
2x6 PLATE ON ROOF BELOW / (� 8" WIDE GUTTER/SCUPPER ad ze
qY2" TJI/230 ®16" GJ co Q• M
CD
RIDGE — w -�• Wz W
a Z u
I x3 I x(o PVC FASCIA PROVIDE w• n WC
_ \ VENTED SOFFIT BELOW. w• a N
typ PROVIDE 01 1/2" LVL
> co N•
— — — — — —
FLUSH LEDGER AT ENDS � -1 :} EXTERIOR WALL w/SHINGLE
OF FL JSTS. CONNECT 51 D I NG ON 5/8 PLYWD.
= STUDS 111/4"/4" TIMBER- 5HEATHING ON 2x4@)16" FRAMING
PROVIDE 5/4" CORNER LOCK 5GREW5 AT 12" OG W/ R-15 BATT INSULATION
BOARD5 PRIMED AND7
PAINTED PAINTED DOWN5POUT5 TIED TO
\ 5/5" PLYWD INTERIOR k UNDERGROUND PIPING AND ®� ��►vyo
PAINTDNG PRIMED AND FIN15H W/BATTEN5 STORM WATER DRYWELLS 5 �G� �-• S��Ft
GARAGE PAINTED X4
FLASH I NG
4" THK. GONG SLAB 5/4x8 SKIRT BOARD
MARVIN AWNING WINDOW REINF. w/6x6 #4/#4 WWM
W
MODEL NO. AWN 2420. _ = c o'
W/EPDXY FLR FIN 15H } XIIi
PROVIDE ALL REG2U I RED -
,.
GRADE
. :.. .. :, cs'
,•.
5 G
:�:.:
GRA
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TRAPPIN PER GORE. r PROJ T NO:
/,% %, �//X\� ` 1502
ADE
DRAWN BY:\X\ /\ \ , \\ �' \ , \� \ \\ \',;\�\ GOMPA�TEDO A\�� , �\ \ \ \ 8 THK. GONG. FOUNDATION UT
` ` ; `/ LL w/ 2 #5 REBAR AT TOP
- \ '� '� � � � \ \ �EN51TY OF g5g6. \ \\ �\ \� x
\ \ � \ � WA ( )
CHECKED BY:
_ EDGE FOUNDATION BOLTS N S
00,
X DATE:
/ , , 8"xl6" POURED GONG. SEPT. 4, 2019
FOOTING w/(2)#5 REBAR SCALE:
X it
1/2
CUPOLA- PLAID SECTION ELEVATIOlm SHEET TITLE:
SCALE: 1" = V -0"
[ LD H, ,, G, CE7- GARAGE
0 Hm
SECTION
SCALE: 1/2" = V -011
SHEET NO:
RIII it PFRMIT SFT
IND-BORNE DEBRIS PROTECTION FOR OPENINGS (D T 3 STRUCTURAL REVIEW BY STEVE MARESCA, PE
FOR WALL OPEN I NO PROTEGTI ON of 120 MPH 3-SE(::-,OND WIND GUSTS 188-0-7 WEST MONTAUK H 16HNA1', HAMPTON BAYS, NY I I c14&
(
MAXIMUM MEAN ROOF HE 1 CHT: 5 I) SIMP50N LSTA - 20 GAGE PHONE 651 X28 X480
RIDGE STRAP - ALL ROOF RAFTERS
USE/OCCUPANCY
a 2 x 6 TIE a EACH RAFTER
r IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA:
I \ • ICE SHIELD UNDERLAYMENT S I NGLE FAM I LY RESIDENTIAL
SHUTTER A S S E.M B LY I REQUIRED - 24 FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN
N.T.S. .I-" FOREST PRODUCTS WOOD FRAME
FOR PANEL SPANS: O < 4'0 WIDE SPAN 1 CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE
23/32" (5/4") APA 5PAN-RATED 48/24 SHEATHING GRADE PLYWOOD I HEIGHT PRESCRIPTIVE METHOD
(OVERLAP AROUND OPENINGS 4") I \ ' - ALTERNATE POSITION OF I_O II MAXIMUM
A55EMBLY: I,- 1 I 51 RMPSON 3H RICANE CLIP USE GROUND SNOW LOAD - 45 PSF.
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING IN/ °I 1 FIRST LEVEL - 40 P5F. L.L.
#10x3" (w/ WA5HER5) GALVINIZED OR 5TAINLE55 STEELLIVING AREAS - 40 PSF. L.L. O
WOOD SCREW a 16" O.G. 1 I SIMPSON H2 HURRICANE BEDROOMS - 50 PSF. L.L. -
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING >
: - CLIP NAILED. FROM '
#10 TEE NUTS ATTACHED TO BLDG. w/ #IOXI-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 150 MPH
MACHINE BOLT ® 12" O.C. .�-- I T5 -- 8 NAI S EACH RAFTERS SEISMIC DESIGN CATEGORY - B
'IN1 RESIDENCE: X WEATHERING - SEVERE z
EPXTEND TOA
DTOPYOFTOP O PROVIDE Sd COMMON FROST LINE DEPTH - 3611
PLATE. NAILS a 4" O.G. AT
1 �RIO1R 6.EDGE OF ALL TERMITE - MODERATE TO HEAVY
s
TYPE OF CONSTRUCTION DECAY - SLIGHT
1�' \ CONVENTIONAL L 1 C HT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES
11 CONSTRUCTION
11
1 LTIPLE SECTION A55EMBLY:
1 I 11 1/4" THICK BOLTS o 2' 00
11 II
GENERAL NOTES
If I °� I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISP05AL SYSTEM AND FRESH WATER SUPPLY
I 1 1 1 1 ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE J
I I I I I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 0
1 I 1 I 1 1 CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. TH15 STRUCTURE HAS BEEN DESIGNED IN Z
,�' j' 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY F-
I I 1 I ( PLYWOOD SHEATHING MINIMUM 28 DAY 5TRENGTH OF 3000 PSI CONSERVATION CODE.
1 I I I I I TO OVER LAP BOX
1 1 I BEAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL O
1 1 1 i I 1 I LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGE5 PRIOR TO AND DURING CONSTRUCTION. co
1�' I I't I,I ' 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
SHUTTER A ISI S E 1 1 LY 1 I I 1 I 1 DOUBLE TOP STAIR AND FLOOR OPEN I NGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS.
1 I 1 I 2 x 6 ®I6" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING.
N.T.S.
I I I I STUDS 1� GOATSTRUCTURAL
E OXY FAINT. ALL EL �FASTENERS TO BE BE ASTM A56 TH ONE
ASTM
FOR PANEL 5PAN5:4' OR WIDER SPAN 1 I 1° 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND A-325 BOLTS, 3/4" DIAMETER.
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
II II 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
23/32" APA SPAN-RATED 48/24 5HEEATHING GRADE PLYWOOD 6. ALL DIMEN51ONS AND GRADE CONDITIONS TO BE
�� 1 1 1 I INSURANCE NEGESSAR�' TO PROTECT THE ENGINEER
(OVERLAP AROUND OPENINGS 4")
VERIFIED BY CONTRACTOR(S) PRIOR TO START OF
I ,� I HURRICANE CLIP USE AND OWNER.
2x4 STRONG-BACK5 @ 24�� OG ,1 ,L' 5IMPWN H2.5A 4 - Sd NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS
II II FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALL5
A55EMBLY: I 1 SIMP50N M5T27 BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE.
1). PREA55EMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WA5HER5) GALVINIZED OR I 11/2" WIDE - 20 GAGE LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT
I , METAL STRAP ®45" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
5TAINLE55 STEEL WOOD SCREW a 12" O.G. I,r' �` (-NAIL SHEATHING TO BOX BEAM W CONCRETE SLABS TO BE COMPACTED TO 415% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ' Sd NAILS a 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ca Z . c
#10x3" (w/ WA5HER5) GALVANIZED OR 5TAINLE55 STEEL
WOOD SCREW a 16" O.G. "`°
I. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND co Q • � �
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING:
SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) NEW YORK STATE BUILDING CODE. � Y
MACHINE BOLT 0 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE • a 0 M
SEE FOUNDATION Dk"*. MINIMUM OF 2-2x8 OR AS 5HOWN ON DRAWING. o �'�
FOR DESIGN. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO X
LL1 -� •WZ �Q
8. PROVIDE FIRE5TOPPIN7 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =a Z" U.
N D O W S - GLAZED OPENING PENETRATIONS
NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE :3 w •
9. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED 4 a N 0 o
PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS SKYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. W • N o
AND DECKS ETC.. 25. THE NY5 CODES AL50 APPLY TO ACCESSORY U
IN ACCORDANCE WITH LARGE M1551 E ST O Q � •
A5TM E 1996 AND OF A5TM 1886.
CONTRACTOR MAY USE V400D STRUCTURAL PANELS
IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT 50ALE DRAWINGS. STRUCTURE DESIGN. co co) , !P
PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
ALIGN WITH WINDOW JACK: POSTS , HEADER + SILL PLATE. SHALL COMPLY W/NYSBG CHAPTER #2304.ai.6 FOR THE INSPECTION OR SUPERVISION OF
PANELS TO BE MAINTAINED ON SITE.
LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE
AND LOCAL ZONING AND BUILDING CODE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ®F NEtV
co'( L.S €�y0��
..... ....................... ..
NAILING SCHEDULE FRAMING NOTES
...................... I � � �
TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" 01 1 '`
DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR „
BETTER. ox.. EDGES AND 6 d � 12 ox..
0 SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE.
2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT
h RAFTER/TOP PLATE 3-16d (TOE NAILED) MIN. THIGKNE55 OR AS NOTED. 11. ALL INTERIOR AND R
IR FINISHES,AND WATERPROOFINNG SHALL IN
BE BY ARCHITECT.
C 1502
o X10 o CEILING JOI5T/TOP PLATE 4-8d (TOE NAILED) 5. ALL 5UBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY:
.......................................................
CEILING J015T/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT
CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE
.............. COLLAR TIE/RAFTER 4-IOd (ea. end I-I/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY:
GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) �� TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NS
�- 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER
o X10 <�:;: RIM BOARD/RAFTER 4-Ibd (END NAILED) DATE:
WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH
TOP PLATE/TOP PLATE 2-16d (FACE NAILED) CONNECTIONS. SEPTA, 2019
a � TOP PLATE AT INTERSECTIONS 4-I6d (PAGED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE AMINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING.
STUD/STUD 2-16d (FACE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
Jp h HEADER/HEADER 16d (FACE NAILED) 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
TOP or BOTTOM PLATE/STUD 3-Ibd (END NAILED) AND FLOOR BEAMS A5 PER N.Y.S. CODE OR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE:
o o 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR
to o (45 BOTTOM PLATE/FLOOR JOIST 3-Ibd (PAGE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
p JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB
BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL
h BLOCKING/JOIST 2-IOd (TOE NAILED) stairs etc. ) OR A5 NOTED ON DRAWIN65. BEARING POINTS AT A MINIMUM. A 51N6LE 1 3/4"
GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES &
0 0 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL
loo< O (30 0 to < O L45 LEDGER STRIP/BEAM 4-16d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) COMPONENTS SHALL BE A5 PER MANUFACTURERS DETAILS
PROVIDE 8d COMMON NAILS"® 4' 0.0. BAND J015T/JOI5T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
AT H16H PRESSURE ZONE - 6 O.G.
HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 5-Ibd (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
loo o <.'50 O PLYWOOD ROOF DECK)NG ad ®4" O.G. EDGES, (D8" O.G. FIELD "TECO" OR APPROVED EQUAL. „
STRIP SHEATHING ad (ONE/RAFTER)
GALVANIZED MACHINE BOLTS ® 12 O.G.. SHEET NO:
PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING ad ®4" O.G. ED6E5, @)8" O.G. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5.
PORTIONS OF PANELS IN H16H PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING ad @6" O.G. EDGE5, @12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO
NOTE a = 4 FT. IN ALL GASES SHALL RECEIVE 5-I0D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE
COMPONENT A N D CLADDING PRESSURE ZONES ALL EXTERIOR NAI L5 SHALL BE GALVANIZED.ZED. CONSTRUED A5 A CONTRACT BETWEEN BUILDER AND
OWNER.