HomeMy WebLinkAbout45146-Z �o�oSUFfoty Town of Southold 12/10/2022
P.O.Box 1179
o _ 53095 Main Rd
y.1r o�.r Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43680 Date: 12/10/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 400 Beebe Dr, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 97.-7-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/18/2020 pursuant to which Building Permit No. 45146 dated 8/31/2020
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
alterations and additions, including covered entry, rear deck and attached garage/storage,to existing;single family
dwelling as applied for,
The certificate is issued to Zash,Matthew&Kremers, Courtney
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0104 11/22/2022
ELECTRICAL CERTIFICATE NO. 45146 11/29/2021
PLUMBERS CERTIFICATION DATED 7/28/2022 rad Neuch
Au000dature
TOWN OF SOUTHOLD
r�S1)FFD�Kc�Gya
o BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
co
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#: 45146 Date: 8/31/2020
Permission is hereby granted to:
Zash, Matthew
172 Waverly PI Apt 4B
New York, NY 10014
To: make additions and alterations to an existing single family dwelling as applied for per
DEC, Trustee, and SCHD approvals.
At premises located at:
400 Beebe Dr, Cutchogue
SCTM #473889
Sec/Block/Lot# 97.-7-3
Pursuant to application dated 8/18/2020 and approved by the Building Inspector.
To expire on 3/2/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $888.00
CO-ADDITION TO DWELLING $50.00
Total: $938.00
3 Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00
Date. Cl /"I-1i
New Construction: Old or Pre-existing Building: (check one)
Location of Property: gL70 bnlF l VF (21-GW-) U
House No. Street Hamlet
Owner or Owners of Property: lur MLE—If 4SA
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision G Filed Map. Lot:
Permit No. LfJ Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applica gnature
pF SOUlyol
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 v'
� sean.devlinCcD-town.southold.ny.us
Southold,NY 11971-0959
COUNTI,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Matthew Zash
Address: 400 Beebe Dr city:Cutchogue st: NY zip: 11935
Building Permit#: 45146 section: ' 97 Block: 7 Lot: 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Dan Wilcenski Electric License No: 4723ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 53 Ceiling Fixtures 4 Bath Exhaust Fan 4
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 11 Smoke Detectors
Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 40 CO2 Detectors
Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 5
Transformer UC Lights 4' Dryer Recpt 30A Emergency Fixtures Time Clocks
Disconnect Switches 31 4'LED 5 2'LED 1 Pump
Other Equipment: Mini Split, Mini Fridge, W/D, DW, Fridge(2), Oven, Hood, Generator Outlet(2),
200A Panel 42 Circuit/40 Used
Notes: AS BUILT NO VISUAL DEFECTS " Whole House Renovation
Inspector Signature: Date: November 29, 2021
S.Devlin-Cert Electrical Compliance Form
OE SOUTyO6
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
N
� UNDATION 1ST [ ] ROUGH PLBG.
r
UNDATION 2ND [. ] INSULATION/CAULKING
AMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: O
01411
6J,, eA rtwl
DATE INSPECTOR
-------------
0f SO//lyo6
Ir # # -TOWN OF SOUTHOLD BUILDING DEPT.
`��ou►m '�� 765-1-802
INSPECTION
[ ] FOUNDATION 1ST [ ROUGH PL13G.
[ ] FOUNDATION 2ND [ .] INSULATION/CAULKING-
[FRAMING
NSULATION/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: W�C1'h�Q/ o
A, vw+v&A" Oil/
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DATE INSPECTOR AfFlFr
o�a0FS0UTyo �� ." l0 ��✓ � -
* TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION = A
[ ]. FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND_ [ ] 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:
� )
10
or
DATE INSPECTOR
Town Rall Annex Telephone(631)765-1;
54375 Nfain Road Fax(631)765-9502
P.O.BOX 1179
Southold,NY 11971-M59 Ot/COWS
BUILDING DIEPARTMENT
TONM of SOUTHOLD
SEP 2 2 Za22
Bf1ILUvu PJB?'I. ,
CERTIFICATION
Vate_ / t�
Building Permit No. ��/4/4, 4,
Owner. 2,0 -5
(Please print) J
Plumber. J� _P eCLkC k
(Please print)
I certify that the solder used-in the water supply system contains less than 2110 of 1%
lead.
{Plumbers Signahlre)
Sworn to beforb me this a r
day of J_LN q : 20 a 2
SUSAN A.RIZZO
0101mry Public,State Of New York
No.01 R16183 59
Qualified x aresSuffolk
� ntY
17
Commission Expires
Noiuy Public, �*/w County
OE SOUIyo
TOWN OF SOUTHOLD BUILDING DEPT.
courm, '' 765-1802
INSPEC ION
[ ] FOUNDATION 1ST [ UGH PLBG.
[ ] FOUNDATION 2ND [ INSU
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[- ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
MARKS:
t'�4
DATE INSPECTOR
�aoF souryo 00
# # TOWN O .SOUTHOL'D BUILDING DEPT.
�`ccourm '' 765-1802
L
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ; ] FOUNDATION 2ND [= ] 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: s-� ---y
aV
DATE INSPECTOR
of SOUILl 57/L
# # TOWN OF SOUTHOLD BUILDING DEPT.
°`y�nuu�v 765-1802
I NSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH-PL13G.
[ =] FOUNDATION 2ND [. ] 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:
. &A i s
DATE �� INSPECTOR
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm,� 765-1802
41 .
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH-PL13G.
[ ] FOUNDATION 2ND [ `7FINAL
SULATIOWCAULKING
FRAMING /STRAPPING [
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: I
Gwl
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48 v
DATE 3 �° - INSPECTOR ,
Building Envelope and Duct Tightness
' n '9
2018)();CC as amended by fhe 2020 New York Stafe Supplement,section s 4 02.4.1.
ri) npr n i .-gan TC=
Address of Test 400 Beebe Drive Cutchogue,NY 11935 Test INe Lk 4/29/2022
Building Permit#: 45146 Compliance Pathway T6L'O
Test Completed by: Christopher Silvia RE,SNET Rater ID# 4150294
Home Energy Solutions NATE ID#.
187 East Main Street ICC ID it
Huntington,NY-11743 BPI#
631-673-0664
Building Envelope Tightness
Volume Calculation : Check if:
❑Conditioned Basement
Floor Area Volume
Basement 1422 7110
Conditioned Crawl Space
lst 1422 11376 ❑ Sealed Attic
d
n
2 *The conditioned floor area of dwelling is calculated in
3rd ac nce with ANSI 765,except that conditioned floor
Attic 1210 rea incl es areas ere the ceiling height is less than 5
Total Volume 19696 ft'
CFM @50 pa 951 Air changes/hr@5 pa 2.90 Code Compliance: Pass
Duct Tightness: Post Constructiont- tal Dut eaka
System-1: Within Condition Space kv UA
Duct Location Conditioned Space
Floor Area
Leakage CFM @ 25pa NIA CFM/100 A CFA N/A Code Compliance: Exempt
System-2:
Duct Location
Floor Area
Leakage CFM @ 25pa CFM/100 fe CFA Code Compliance;
System-3:
Duct Location
Floor Area..�.-...--.m...---,.---.,..._..a.,..�.m
Leakage CFM @ 25paCFM/100 flZ CFAr—� Code Compliance:
All building envelope tightiness testing has been verified using instruments and procedures-specified in ASTM E1827 as required by
2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been
verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4.
Signature: Date: 4/29/2022
� �.
Christop ier Silvia,Home Energy Solutions
FOUNDATION(IST �®
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FOUNDATION(I1
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OLA AM
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Mom
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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
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined X i ,20 Single&Separate
Truss Identification Form
Storm-Water
.Assessment Form
1 ontact: � ,r-2A,74
Approved ,20 Mail to: &EER£ 'Dh4VP
Disapproved a/cGt7 i C Gi�i`� ivw
Phone:
Expir�tiex�
LC J
Building Inspector
..�- AUG 18 2020
APPLICATION FOR BUILDING PERMIT
-BUJI,I)ING I}EPT` Date viq- 1 g 2020
'�'O�''.`` l,•cI °pt's INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and re tions, and to admit
authorized inspectors on premises and in building for necessary inspections. ,/
%5 y 1/
(Si gnat of plicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises M.A—IT HEV - 5
(As on the tax roll or latest deed)
If applicant is a corporation, signaturegf;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:
�tyo ` mraf lb"\/F 6_0Tcq-D6 UE
House Number Street. Hamlet
County Tax Map No. 1000 Section �� ' Block Lot 3
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Addition IZ Alteration��
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front ` - = .Rear
Depth Height Number of Stories
r
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation'at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF ) 1l
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named, CONNIE D.BUNCH
S He is the Notary Public,State of New York
( ) Yee o.01BU6185050 _.
(Contractor,Agent, Corporate Officer, etc.pualified in SutTO
Commission Expires April 14,2tp_,
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 thi
-� day of 200
Notary Public Si ture of Applicant
Glenn Goldsmith,President ®�s®�/,'� Town Hall Annex
A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25
P.O. Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples 'R► ® a0 Fax(631) 765-6641
®l�c4Uf�T`I,�
If n-
OEC 7 W) BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
BUILDINGDEPT
CERTIFICATE OF COMPLIANCE
# 1907C Date: March 27, 2022
THIS CERTIFIES that the construction onto existingl347sq.ft.one-story,single-family dwelling a
354sq ft one-story addition remove existing stoop and outdoor shower from proposed footprint);
reconstruct in-place existing garage walls and roof,replace 4' garage roof overhang with 12"overhang,
and install solar panels,• construct a 3.5'x9' roof over existing front stoop,• construct new 572sq.ft.
waterside deck in place of existing 171sq ft waterside deck,• and reconstruct 5'x6' steps to deck; construc#
a 14'x26' rg avel patio in place of existing gravel patio,•remove existing septic Ustem on the seaward side
of dwelling and install new septic system more than 100 feet from wetlands; install drainage system of_
leaders gutters and drywells to be located more than 100 feet from wetlands; and to establish and
perpetually maintain a 15'wide non-turf buffer along the landward edge of the wetland boundary;
J
At 400 Beebe Drive,Cutchogue
Suffolk County Tax Map#1000-97-7-3
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated September 9,2019 pursuant to which Trustees Wetland Permit#9567
Dated October 16,2019,was issued and conforms to all
the requirements and conditions of the applicable provisions of law. The project for which this
certificate is being issued is for the construction onto existing 1,347sq.ft.one-story,single-family
dwellinga354sq ft one-story addition(remove existing stoop and outdoor shower from proposed
footprint),• reconstruct in-place existing garage walls and roof,replace 4' garage roof overhang with 12"
overhang and install solar panels• construct a 3.5'x9' roof over existing front stoop:construct new
572sq ft waterside deck in place of existingl71 sq ft waterside deck-,and reconstruct 5'x6' steps to deck,
construct a 14'x26' rg avel patio in place of existing_gravel patio,• remove existing septic system on the
seaward side of dwelling and install new septic system more than 100 feet from wetlands: install drainage
system of leaders gutters and drywells to be located more than 100 feet from wetlands;and to establish
and perpetually maintain a 15' wide non-turf buffer along the landward edge of the wetland boundary.
The certificate is issued to Matthew Zash&Courtney Kremers owner of the aforesaid
prope
. a
rl
Im
!�Authoriz igna ure
- i
+ �rc�..' aLa • ` w+6z�wti -1 MAN
ORr�ir
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO.9567 DATE: OCTOBER K2019
.ISSUED TO: MATTHEW ZASH.& COURTNEY KREMERS
PROPERTY ADDRESS: 400 BEEBE DRIVE,CUTCHOGUE
SCTM#1000-97-7-3
AUTHORIZATION
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.October 16::2019,and
in consideration of application fee in the sum of$250.00 paid by Matthew Zoo & Couitney. Kremers.and
subject to the Terms and Conditions as stated in the Resolution, the"Southold Town Board of Trustees
authorizes and permits the following:
Wetland Permit to construct onto existing 1,347sq.ft. one-story,.single-family dwelling
a 354sq.ft. one-story addition (remove existing stoop and outdoor shower from
proposed footprint); reconstruct in-place existing garage walls and roof, replace 4'
garage roof overhang with 12" overhang, and install solar panels; construct a 3.5'x9'
roof over existing front stoop; construct new 572sq.ft.waterside deck in place of
existing 171sq.ft,waterside deck; and reconstruct 5'x6' steps to deck; construct a
14'x26' gravel patio in place of existing gravel patio; remove existing septic system on
the seaward side of dwelling and install new septic system more than 100 feet from
wetlands; install drainage system of leaders, gutters, and drywells to be located more
than 100 feet from wetlands; and to establish and perpetually maintain a 15' wide non-
turf buffer along the landward edge of the wetland boundary, all as depicted on the i
survey prepared by Kenneth M. Woychuk Land Surveying,PLLC,last dated October
14,.2019;.and stamped approved onr October 16,2019.
IN WITNESS WHEREOF,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 16th day of October,2019.
,,pp`gpF�Ott.
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At
EN-CONSULTANTS
January 23, 2020
Board of Trustees
Town of Southold
P.O. Box 1179
Southold, NY 11971
Attn.: Elizabeth Cantrell
Re: Matthew Zash& Courtney Kremers- Wetland Permit#9566
Dear Ms. Cantrell:
In satisfaction of Term and Condition #8 of the captioned permit, the required Declaration of
Covenant was recorded in the Office of the Suffolk County Clerk on January 23, 2020. A copy
of the recorded document is enclosed for your file.
Respectfully yours,
Kim Stephens
Enclosure
ec htthe_w Zash_&'_c6urtriev-Kr-�-----
1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 f 631.283.6136 www.enconsultants.com
environmental consulting
EN-CONSULTANTS
March 12, 2020
Matthew Zash & Courtney Kremers
23 West 73`d Street, #114
New York,NY 10023
Re: 400 Beebe Drive, Cutchogue
SCTM#1000-97-7-3
Dear Mr. Zash&Ms. Kremers:
I am pleased to enclose your Declaration of Covenant which was recorded in the Office of the
Suffolk County Clerk on January 23, 2020 as required by the special condition of your Town of
Southold Trustees Wetland Permit#9567 issued October 16, 2019. The covenant has been
microfilmed by Suffolk County for public record and the original returned to us. We are
herewith returning the original document to you for your files.
As evidenced by the enclosed letter, a copy of the recorded document was forwarded to the
Town of Southold Trustees as required.
The County records now reflect these Covenants as deed declaration that will run with the
property. You should keep this document with other important papers should you need it for
future reference.
Again, I am pleased to provide you with the"original"recorded document. Also, please note
that should it be misplaced or if a copy is ever needed, one may be obtained from the Office of
the Suffolk County Clerk, 330 Center Drive, Riverhead, NY 11901.
Signer ly,
f �
m ep
Enc.
1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com
environmental consulting
I IIIIIII IIII VIII (IIII Ilili VIII VIII VIII VIII IIII IIII
111111 VIII(IIII IIII IIII
SUFFOLK COUNTY CLERK
RECORDS OFFICE
RECORDING PAGE
Type of Instrument: DECLARATION Recorded: 01/23/2020
Number of Pages: 9 At: 09 :37 :49 AM
Receipt Number : 20-0013987
LIBER: D00013044
PAGE: 854
District: Section: Block: Lot:
1000 097 . 00 07 . 00 003 . 000
EXAMINED AND CHARGED AS FOLLOWS
Received the Following Fees For Above Instrument
Exempt Exempt
Page/Filing $45. 00 NO Handling $20 . 00 NO
COE $5 . 00 NO NYS SRCHG $15 . 00 NO
TP-584 $0 . 00 NO Notation $0 . 00 NO
Cert.Copies $5 . 85 NO RPT $200 . 00 NO
Fees Paid $290. 85
THIS PAGE IS A PART OF THE INSTRUMENT
THIS IS NOT A BILL
JUDITH A. PASCALE
County Clerk, Suffolk County
F�F2]
RECORDED
Number of pages :2020 .an _3% 09!37H49 37.49 A1'
JUEDITH Al. PASCALE
CLERK OF
This document will be public SUFFOLK '-i'i-`NTY
record. Please remove all 854
Social Security Numbers
prior to recording.
Deed/Mortgage Instrument Deed/Mortgage Tax Stamp-T Recording/Filing Stamps
3 FEES
Page/Filing Fee Mortgage Amt.
1.Basic Tax
Handling 20. 00
2. Additional Tax
TP-584 Sub Total
Notation Spec./Assit.
or
EA-52 17(County) Sub Total Spec./Add,.
EA-5217(State) TOT.MTG.TAX
Dual Town Dual County
R.P.T.S.A. -6�1 � � Held for Appointment
Comm.of Ed. 5. 00 Transfer Tax
Affidavit Mansion Tax
7i55 "h°H
C rtified Co a,�•''�� �� The property covered by this mortgage is
or will be improved by a one or two
NYS Surcharg 15. 00 family dwelling only.
Sub TotalC�Itl� YES or NO
Other /� If NO, see appropriate t x claus on
Grand Total ,+✓ = -�
page# of this in tryrSien .
4 Dist 4037313 1000 09700 0700 003000 3.000 5 Community Preservati n Fungi
Real Prod P T S Il�ll�lll�lll�llll�llllllllnConsideration Amount $
Tax Servn R LPA A I'
Agency 23-JAN-20 CPF Tax Due $
Verificati
Improved
6 Satisfactions/Discharges/Releases List Property Owners Mailing Address
RECORD&RETURN TO: Vacant Land
TD
En-Consultants
1319 North Sea Road TD
Southampton,NY 11968 TD
Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information
310 Center Drive, Riverhead, NY 11901 Co.Name
www.suffolkcountyny.gov/clerk Title#
8 Suffolk County Recording & Endorsement Page
This page forms part of the attached Declaration of Covenants made
by: (SPECIFY TYPE OF INSTRUMENT)
Matthew Zash &Courtney Kremers The premises her is situated in
SUFFOLK COUNTY,NEW YORK.
TO In the TOWN of Southold
Town of Southold In the VILLAGE
Board of Trustees or HAMLET of Cutchogue
BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING.
over
` r
IMPORTANT NOTICE
If the document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of
the following:
If a portion of your monthly mortgage payment included your property taxes, *you will now need to
contact your local Town Tax Receiver so that you may be billed directly for all future property tax
statements.
Local property taxes are payable twice a year: on or before January 10th and on or before May 31st.
Failure to make payments in a timely fashion could result in a penalty.
Please contact your local Town Tax Receiver with any questions regarding property tax
payment.
Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes
200 East Sunrise Highway 200 Howell Avenue
North Lindenhurst,N.Y. 11757 Riverhead,N.Y. 11901
(631)957-3004 (631)727-3200
Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes
One Independence Hill Shelter Island Town Hall
Farmingville,N.Y. 11738 Shelter Island,N.Y. 11964
(631)451-9009 (631)749-3338
East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes
300 Pantigo Place 99 West Main Street
East Hampton,N.Y. 11937 Smithtown,N.Y. 11787
(631)324-2770 (631)360-7610
Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes
100 Main Street 116 Hampton Road
Huntington,N.Y. 11743 Southampton,N.Y. 11968
(631)351-3217 (631)283-6514
Islip Town Receiver of Taxes ' Southold Town Receiver of Taxes
40 Nassau Avenue 53095 Main Street
Islip, N.Y. 11751 Southold,N.Y. 11971
(631)224-5580 (631)765-1803
Sincerely,
.4,L� a. ���-std.•
Judith A.Pascale
Suffolk County Clerk
dw
2/99
12-0104..06/06kd
DECLARATION OF COVENANTS
THIS DECLARATION made this 6 day of 2020,by Matthew Zash&
CourtneyKremers.both residing at . ereinaf.er referred to as
g
"DECLARANTS": S�i'2e LI �t�l 1� (Db 2.-S
WITNESSETH:
WHEREAS,DECLARANTS are the owners of certain real property located at 400 Beebe Drive,
Cutchogue,Town of Southold,County of Suffolk, State of New York,described in the Suffolk County
Tax Map as District 1000, Section 97, Block 7,Lot 3,which is more particularly bounded and described
as set forth in Schedule"A" annexed hereto,hereinafter referred to as the Property;and
WHEREAS,the Property is situated on lands within the jurisdiction of the Board of Trustees of
the Town of Southold(hereinafter the"Trustees")pursuant to Chapter 275 of the Town Code of the Town
of Southold or its successor,and various activities conducted upon the property may thus be subject to the
regulation and approval of the Trustees prior to being conducted; and
WHEREAS,the DECLARANTS therefore made application to the Trustees for a permit pursuant to
the Wetlands Law of die Town cif Southvitl to undertake,certain regulated activities;and
WHEREAS,on October 16,2019,the Trustees approved the application and issued a permit with
terms and conditions;and
WHEREAS,the issued permit,terms and conditions of the permit,as well as the survey prepared by
Kenneth M.Woychuk Land Surveying,PLLC,last dated October 14,2019,and stamped approved on
October 16,2019,upon which the permit is based,are annexed hereto as Schedule"B;"and
r r
WHEREAS,as a condition of the granting of a Wetlands Permit to undertake such regulated
activities,the Trustees required that a fifteen-foot wide"non-turf buffer"be established and maintained
along the landward edge of the wetland boundary,as depicted on the survey prepared by Kenneth M.
Woychuk Land Surveying,PLLC,last dated October 14,2019,and stamped approved on October 16,2019;
and
WHEREAS,the DECLARANTS have considered the foregoing and have determined that the
same will be for the best interests of the DECLARANTS and subsequent owners-of the Property,
NOW,THEREFORE,the DECLARANTS do hereby covenant and agree as follows:
1} Upon the substantial completion of the aforementioned permitted activities there shall be
established and perpetually maintained along the landward edge of the wetland boundary,a
fifteen-foot wide'-non-turf buffer''as defined by Chapter 275 of the Town Code,as
depicted on the survey prepared by Kenneth M.Woychuk Land Surveying,PLLC,last dated
October 14,2019,and stamped approved on October 16,2019.
2) The DECLARANTS shall at all times comply with the Terms and Conditions of the permit,
a copy of which is attached hereto in Schedule"B"annexed hereto.
3) These covenants shall run with the land and shah be binding on the DECLARANTS,their
heirs,assigns,purchasers,or successors in interest and may be modified only upon resolution
of the Board of Trustees.
(THIS SPACE LEFT BLANK rNUENTIONALY)
f
2
J
t.
IN WITNESS WHEREOF, the have duly executed this instrument this 69 day of
34 A 2020.
Matthe h ourtmer
Gine Bello-Collado
STATE OF ; (Votary Public State of New York
No.01BE6381638
(� ,/l-���L s5: Qualified in Bronx County
COUNTY OF � 1"�1 lJl I Commission Expires October 09,2o22-
On
9,2o2ZOn the ( day of� , in the year 2020,before me the undersigned, a Notary Public in
and for said State, personally appeared Matthew Bash personally known to me or proved to me on the
basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and
acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,
the individual or the person on behalf of which the individual acted,executed the instrument.
of
rV Pu lie
�Wjjc'
STATE OF
ss: (0
COUNTY OF &, J�I �_b}I�C. 1/J
On the"day of n , in the year 2020,before me the undersigned,a Notary Public in
and for said State,personally appeAred Courtney Kremers personally known to me or proved to me on
the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and
acknowledged to me that she executed the same in her capacity,and that by her signature on the instrument,
the individual or the person on behalf of which the individual acted,executed the instrument.
Notary Public
Aimee Scillieri
Notary Public-State of New York 3
No. 02SC61901S2
Qualified in New York Coun
My Comm. Expires July 14,2
L
SCHEDULE A
ALL that certain plot,piece or parcel of land, situate,lying and being at East Cutchogue,Town of
Southold,County of Suffolk and State of:New York,known and designated as part of Lot 31 on a certain
map entitled,"Map of Moose Cove"and filed in the Office of the Clerk of the County of Suffolk on
8/30/2960 as Map Number 3230,being bounded and described as follows:
vaojn4
BEGINNING at a point on tl:c Northwesterly side of Beebe Divi said pi;#-being 29.39 feet
Southwesterly from the corner formed by the intersection of the Westerly side of Beebe Drive with the
Northwesterly side of Beebe Drive and from said point of BEGINN- ING.
R NNINING THENCE South 30 degrees 14 minutes 30 seconds West along the Northwesterly side of
Beebe Drive 100.00 feet;
'THENCE North 69 degrees 30 minutes West 170.79 feet;
THENCE along the tie line of the canal following three(3)courses and distance:
1. North 36 degrees 49 minutes 08 seconds Eat 15.84 feet;
2. North 35 degrees 10 minutes 58 seconds West 34.67 feet;
3. North 24 degrees 01 minutes 50 seconds East 63.30
THENCE South 69 degrees 30 seconds East 210.70 feet to the Northwesterly side of Beebe Drive,the
point or place of BEGINNING.
4
Ste' IB ULB B'
`y' ip.YQ Vt tViku,^� X.:A:X`,•„*�,ice:,_ M: 4>�'.¢*'7'<+7�a... !�?;<#..:�,.s.K4.ffia55ma'i .i:s=r3,;v�::-. n.SS�!+,'rc° x:'R'�.b6 .0+��:srv�..'�r�R^s,•Y.+C^R.�}.
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW PORK :>>
s,
PERMIT NO.9567 DATE: OCTOBER 16,2019
' ISSUED TO: MATTHEW ZASH&COURTNEY KREMERS
3i PROPERTY ADDRESS: -100 BEE, DRIVE.CUTCHOGUE
t 3 SCTM#1000-97-7-3 r
AUTHORIZATION
a ;, 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 October 16,2019,and ;
in consideration of application fee in the sum of$250.00 paid by Matthew Zash & Courtney Kremers and
subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees s
authorizes and permits the following: '
Wetland Permit to construct onto existing 1,347sq.ft. one-story,single-family dwelling
a 354sq.ft. one-story addition(remove existing stoop and outdoor shower from {
proposed footprint); reconstruct in-place existing garage walls and roof,replace 4' i
garage roof overhang with 12" overhang,and install solar panels; construct a 3.5'x9' t
roof over existing front stoop; construct new 572sq.ft.waterside deck in place of ;
k existing 171sq.ft.waterside deck; and reconstruct 5'x6' steps to deck; construct a
14'x26' gravel patio in place of existing gravel patio; remove existing septic system on i
,- the seaward side of dwelling and install new septic system more than 100 feet from
' wetlands;install drainage system of leaders,gutters,and drywells to be located more
than 100 feet from wetlands; and to establish and perpetually maintain a 15'wide non- _ <.
turf buffer along the landward edge of the wetland boundary, all as depicted on the .
I survey prepared by Kenneth M.Woychuk Land Surveying,PLLC,last dated October
` 14,2019; and stamped approved on October 16,2019. ,
IN WITNESS WHEREOF,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 16th day of October,2019.
,
• « qYa'Y.�AfdCu ".aade".�&fau<!4i»uuxez.4:.ffS%..d»e..am6nWi"n�'a:nTJYt1ri..'ue;ie+k..bffi,'�'a.+"=i�SYa'.ba,TTa'.de'u'�.c•:n<asc',w^.�•+�a+NaU...w'.,.'r^ifeim4iair,HfriuN4JF'.li�GJilf"e9=,'",.,:&tVYdBritibGv.+lfitl$2*�+s".kmiYi•niSa'zr.+'v3�
L �
TERMS AND CONDITIONS
The Permittee Mi atthew Zash&Courtney Kremers,residing at 400 Beeby Drive,Cutchogue,
New York as part of the consideration for the issuance of the Permit does understand and
prescribe to the following:
I, That the said Board of Trustees and the Town of Southold are released from any and all
damages,or claims for damages,of suits arising directly or indirectly as a result of any
operation performed pursuant to this permit,and the said Permittee will,at his or her own
expense,defend any and all such suits initiated by third parties,and the said Permittee
assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees
of the Town of Southold.
2, That this Permit is valid for a period of 24 months, which is considered to be the estimated
time required to complete the work,involved,but should circumstances warrant,request for
an extension may be made to the Board at a later date.
3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to
maintain the structure or project involved,to provide evidence to anyone concerned that
authorization was originally obtained.
4. That the work involved will be subject to the inspection and approval of the Board or its
agents,and non-compliance with the provisions of the originating application may be cause
for revocation of this Permit by resolution of the said Board.
5. That there will be no unreasonable interference with navigation as a result of the work herein
authorized.
6. That there shall be no interference with the right of the public to pass and repass along the
beach between high and low water marks.
7. That if future operations of the Town of Southold require the removal and/or alterations in the
location of the work herein authorized,or if,in the opinion of the Board of Trustees,the work
shall cause unreasonable obstruction to free navigation,the said Permittee will be required,
upon due notice,to remove or alter this work project herein stated without expenses to the
Town of Southold.
8. The Permittee is required to provide evidence that a copy of this Trustee permit has been
recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to
the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar
days of issuance of this permit.
9. That the said Board will be notified by the Permittee of the completion of the work
authorized.
10. That the Permittee will obtain all other permits and consents that may be required
supplemental to this permit,which may be suuiect to revoke upon failure to obtain same.
11_ No right to trespass or-interfere with riparian rights. This permit does not convey to the
permittee any right to trespass upon the lands or interfere with the riparian rights of others in
order to perform the permitted work nor does it authorize the impairment of any rights,title,
or interest in real or personal property held or vested in a person not a-party to the permit.
2
1
V�
1
i
sou 'H
RU TE .
Dat
Issued T comw
AdJ
" ..j .
sla-
re
ST
+ W,
Wo soulkoLb
. D
S.C.T.M. NO. DISTRICT. 1000 SECTION:97 BLOCK: 7 LOT(S):3
EUGENE'S ROAD
EXISTING NYSDEC LOT COVERAGE
BASED ON UPLAND LOT AREA 18,728 S.F. OCT 1 6 2019
EXISTING DWELLING. 1347 S.F. MON.
EXISTING 4' WIDE GARAGE ROOF OVERHANG: 63 S.F. J.
SHED W/COVERED STORAGE. 141 S.F. q S611.
FRONT STOOP: 29 S.F DaSnNG GRAVEL TO BE REMOVED
SIDE STOOP & SHOWER: 30 S.F. AND REPLACED WITH 14'x26'
REAR DECK. 173 S.F. c • GRAVEL PATIO
ASPHALT DRIVEWAY: 1750 S.F. .. ..... 6, LOT 32
4,,
TOTAL 3533 S.F 4.o. PROJECT LIMIDNG SILT FENCE 450 S.F:t
or 18.9X o,,, / &AREA OF DISTURBANCE(11.
414
PROPOSED NYSDEC LOT COVERAGE
GS
SASROPOSED 4 BEDROOM B
ED 0 UPLAND LOT AREA 18,728 S.F.S.F, 10,L), APPROVED BY
EXISTING DWELLING: 7347 S.F. u
SANITARY SYSTEM TEE
4' WIDE GARAGE ROOF OVERHANG: -63 SF.(TO BE REMOVED) ... AS 011100 1250 GAL S.T.
S S
P, Aj •
Sou OL
SHED WICOVERED STORAGE. 141 S.F. zoll; - BOARD OF I RUSTEES
(5) 8'Ox3' DEEP
FRONT STOOP: 29 S.F 0 2S Ab SOUTHOLD
REAR DECK , -173 S.F. (TO 13E REMOVED) 77 TOWN OF SO
SIDE STOOP & SHOWER: -30 S.F. (TO 13E REMOVED) uazmT=
ry.
bcv
ASPHALT DRIVEVAY: -1750 S.F. (TO BE REMOVED) '16, •T.
PROPOSED PERVIOUS DRIVEWAY. NIA aw mqa so ZONE X SIF P
IF 12 •
DATE
PROPOSED REAR DEC 572 S.F. • PROPOSED EXP
DECK
PROPOSED ADDITION: 354 S.F. -LP
PROPOSED FRONT PORCH ROOF. 32 S.F. o 0 wo
PROPOSED TOTAL:- 2475 S.F or 13.27
LOT 31
VEXISTING TOWN OF SOUTHOLD LOT COVERAGE ZONE 'EL AgW gM III BE
Aw FoUlm IIIIIII
BASED ON UPLAND LOT AREA 18,728 S.F. DO
-P ...... ...............
....... ... ..... ...
EXISTING DWELLING; 1347 S.F- ... 6/
.. ......
EXISTING 4' WIDE GARAGE ROOF OVERHANG. 63 S.F.
147 S.F. JO�20"
SHED W/COVERED STORAGE. 9.
...........
REAR DECK* 173 S.F. RET.WALL 20NE X
TOTAL 1724 S.F or 9.2% 4�- -- ,
--ck
( BE
9.7
TO
DUN
D
DRAINAGE CALCULATIONS:
PROPOSED TOWN OF SOUTHOLD LOT COVERAGE
EXISTING DWELLING: 1347 S.F. Z�t IRS
A)PROPOSED FOOTPRINT-1733 SQ.FT.
BASED ON UPLAND LOT AREA 18,728 S.F.
LOT 30
1733 x 0.166-288of REQUIRED
4' WIDE GARAGE ROOF OVERHANG: -63 S.F.TO BE REMOVED) PROPO
(2) 8'OLA x 4'DEEP ORYWELL=354.f PROVIDED •
I .ADDITION q
SHED WICOVERED STORAGE. 141 S.F. (TO REMAIN) Dmamm
REAR DECK - NIA (TO BE REMOVED) TMO BEE IN
SWE FCOTPFW.
ROOF T AS PER RM
PROPOSED REAR DECK: 572 S.F. S"PTO ff MW TO E WTNm ON ROIF
PROPOSED ADDITION. 354 S.F. ELEV. 9.7
PROPOSED FRONT PORCH ROOF." 32 S.F. ti 5 q. MIN.10'SEPERATID
DR BROWN BETWEEN INGROUND PROPANE TANK
AND WATER UNE BE EXPOSED AND VERIFIED
PROPOSED TOTAL* 2446 S.F or 13.18 THE WATER SUPPLY WELLS DRYKELLS AND CESSPOOL OL SANDY LOAM 5 P. IN FIELD AT'nMEToF NEW SAAWARY INSPECTION.
LOCATIONS SHORN ARE FROM FIELD OBSERVA77ONS —
AND OR DATA OBTAINED FROM OTHERS. BROWN QL LOCKING
FEMA MAPJ36103CO164H
AREA LANDWARD OF TIDAL WETLAND BOUNDARY:18,728 S.F. SM LOAMY SAND 1.2' • 10.4 COVER TO GRADE---
TOTAL AREA: 19.477 SOFT. or 0.45 ACRES ELEVATION DATUM NAVD88 — — (9.0) (9.7) FINISH GRADE
PALE , z
UNAUTHORIZED ALMNANON OR ADDRION TO THIS SURWY IS A WMA770M Or SECTION 7209 OF THE NEW YORK STATE W=4770N LAW. COPIES OF INS SURVEY MEDIUM 6.7' 1/4'-FT. I,mlN-2'mkx DIM I8 COVER /
WAR INDICATED SAND !6
MAP NOT BEARING THE LAND SURWYCA"S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE-A VALID TRUE COPY. AR ZEES I 1.41M HEREON-SHALL RUN
ONLY TO THE PERSON FOR ItHOU 7HE SURWY IS PREPARED AND ON HIS BEHALF 70 ONE TITLE COMPANY.OOVV?NMENIAL AGENCY AND LENDING INSINTMON SID & 6 coVER
IJ57ED HEREM AND 70 THE ASSIGNEES OF THE LW&G tNS17YU77DN,GUARAN7M ARE NOT TRANSFERABLE GRAVEL -D6'SLAB
THE OFFSETS OR DIMENSIONS SHORN HEREON FROM THE PROPERTY LINES TO THE S7RLICTURES ARE FOR A SPEOFIC PURPOSE AND USE ThEREFEIRE'THEY ARE INVERT-1 T
Nor INTENDED To MONUMENT 7nE PROPERTY LINES OR TO oulDc 7HE ERECTION OF FEN=ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS WATER EL 1.3 (8.7) 5) NVERT INVERT
AND/OP SUBSURFACE S7RUCMRES RECORDED OR UNRECORDED ARE NOT GUARANIEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE TIME OF SURVEY (7-95) (7.87)
PALE CRAWL 6-2 FOUNDATION tFRow 8'0 3'COLLAR
suRvEY OF:LOT 31
CERTIFIED TO:MATTHEW R. ZASH. SW MEDIUM WALL BAFFLE MI POOL CLEAN
MAP OR.MOOSE COVE COURTNEY KREMERS: SAND31 COARSE
IN SAND&
FILED,AUG. 30, 7960 No.3230 WATER 6.0' TANK X 2'-8-MIN GRAVEL
SITUATED AT.EAST CUTCHOGUE
TOVN OF.SOUTHOLD USE 4"DW APPROVED SEWER PIPE
KENNEM H WOYCEFtJK LAND Sluffl�. PLLC 1250 GAL. PRECAST S.T..
SUFFOLK COUNTY, NEW YORK P-f-a-lonel 1-md Su—ying =d DesigD (5.2)
P.O. Box 153 Aquebogue, New York 11931 JAN. 15. 2019 REVISED 10-14-19 15'BUFFER
PRONX(631)296-15M 7AX(631)9W-IWBREVISED 08-27-19 1
FILE 1 18-152 SCALE.1'--30' DATE.JAN, 15, 2019 N.Y.S.USC.Na a5CSd2 I --d.a ff� x vw�I K. WOYCHUK LS GROUND WATER ELEV 1.3
AM
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL C.ONSERVAAON_
Facility DEC ID 1-4738-04290
PERMIT
Under the EnvXronmental Conservation"Law ECL
.Fermi tee and:Facility.Information -
I
mit
sued To: n= 't+aPROPERT
Per
�.
MATTHEW ZASH ZASH: 'a<
_.
172 WAVERLY PL AP 48, ;400 BEEBE:DRj$CTIV`10-97-7-3
A0
NEW YORK,NY 1.0014 SOUTHOLD,NY 11935
�.V,
COURTNEY MERS
i
172 WAVEN Y PL,APT 4B 1 A�
NEW YOLK,NY a00I4
Facili Application Contact:
EN-CONSULTANTS �#
131 yN SEA RD
SOUTHAMPTON,.NY 11968
(63b 2$ -63 0
.°.x..3�'� ':,X .�Sk"tS'.^y..:i`L::x+.,.s;':+° ,t:l�""c°�'�?7� '"�."ea3itl� :�3:LE:'.: 5'�3�'�^r
3
Facility Locato ; ii () SI SUFFOLK COUNTY . Village:" "Southold
r
'.saw. - ..
Facili ncipal Reference Point: 1 �: `"-E:, 712.842 NYTM=N:' 45.44.15 t zs-
K
- . Latituf de a01'15.0." Longitude: 72°-2-
Project Location: 400'Beebe Drive: Watercourse ugene!s ir�ekt:: "z-`- .
Authorized Activity: Construct a one-story addition onto the single family dwelling (S FD),.install FD
stort Nater roof runoff drywells,remove/reconstruct.the deck, steps and garage. Construct roof ove
front ntrance. Remove asphalt/construct pervious driveway: Remove/reconstruct gray 1 patio.
1 .
Abandon existing sanitary system and install relocated sanitary system.-.Establish non-turf buffer area..
A11 au&
,jjz,pd,ati�riiae aaau; � c1 . p Qui u e,wj-h- -atlacheel.: •w ey�•s,.tampe J':I S EC
Approved" on 10/9/2019. (GRZ) SAP#f-09-013
YY„7pW q.�.,. ,�.:�:'„�„„s0..,%;mz:f- �.;.,;L�,... Sroa`y�`•"•"',�Oe.'.vwL.,i '.•"..",`:'Y'°1,�' :-,•.w .,,, z
X, 4 �ia� J-.si!.a�. a•';:`A`:.�:J,4..-..'.w+�u.4:'.a.a_`•.r.in.'=`-':�:viz�t'.�'o-^.'Y��yy
d>
Permit.Authorizations
Tidal Wetlands -Under. icle 25
ko
Permit ID 1-473 8-04290/00002 ,•-
New° Permit Effective Date: 10/9/201.9 Expiration Date: 0/8/2024
Page 1 of 7
AM
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION !,
Facility DEC ID 1-4738=04290
NYSDECApproval
By acceptance of this permit, the permittee agrees that the-permit is contingent upon strict
compliance with the ECL, all applicable regulations, and,all conditions'included as,part of this
permit. .
Permit Administrator;SUSAN ACEN, Regional Permiti strator
Address: NYSbE s- gin I Headquarters ,
SUNY @ Stony Brook[50 Circle Rd
tony.Brook, 1 790 -3409
Authorized SiA ure: Date 1p , / Zw�t
10
Distribution List
EJN*, e
SULTANTS
MEN_
Protection
EU 3 ENE R ZAMOJCIN
Permit CoI ^"r£aRLt;... '--•^apOUR3'��.x:4x2�Aw
n. S
NARESOURCE PERMIT COIQN S1 .
GE - RAL CONDITIONS,APPLY-TO ALL AUTHORIZED-PERMITS'
NOx
KATION OF OTHER PERMITTEE OBLIGATIONS
1VATrTRA , I2ESOGE:`PERIVIITONDI'�T`Oyl��Sj:-�YApplyo tl a Following
,��+F�itia'��+�`�^"F:3 u° air"c���r)�n Y LJ. t L 1������L fl\L A7SSL��"""- .. �,, _ •fir,
1. RegulatedrActivities Authorized By This Permit This permit authorizes only tho e regulated
activities/struces identified under the section Description of Authorized Activity.N� SDEC does not
issue after-the-factzor.as-built permits. This permit does not authorize activities, or legi#imize the
existence of structures which would have required a permit but for which no pe�rni orother
authorization has beengr
,,,Narite YSDEC. '
! '
2. Conformance With Plans All acf tiesfauthorizednby this permit must be in strict conformance
with the-approved plans submitted by the applicant or applicant's agent as part of the permit application. .
Such approved plans were prepared by Kenneth M. Woychuk L.S., last revised 8/27/2019 and stamped
NYSDEC approved on 10/9/2019 .
Page 2 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04290
+ I
3. Notice of Commencement .At lea$t 48 hours prior to commencement of the project the permittee
and contractor shall sign and return the top portion of the enclosed no form certifying that they'
are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion
of project, the bottom portion of the form must also.be.signed and returned,.along with photographs of j
the-6 oT.n' ple*ted'work-.
4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a co .spicuous
location on the worksite and adequatelpr'beced om tlTe weathga
5. Failure to Meet Permit Conditions .Failure of the permittee.to meet ail'the conditi ns of this permit
is a violation of this perm t and grounds for an order;to immediately cease the pe�rmttte activity at.the
project site. _•
6. .AccessoryjsStructures Must Be AtiLeast 75 Feet Landward Of The Wetland Bo nd#Xy This
permit.authdrnzes the construction of 'ew accessory structures located in the adjacent ail a atY`the
prescribe Ulininimum setback only. Structures located in tidal wetlands, or structures in e adja nt area
but locaWd less than 75 feet from the wetland boundary,.are not authorized:
7. De4lo went Restrictions New:accesso
p ry structure construction.projects authorized by this p6pnit �
must p�eet all'of the applicable development restrictions.of 6 NYCRR rart 661.6(a)(1); 4) and(7):
-
T4. 75 foot minimum wetland setback requirement for all principal structures and all on-water-
de endent�stiuctures«exceeding,1=00Ksq feet,=i ar*a:. -��;�r R,- �� �;. = u .
p g` = ice" '�.ik.;.'�:.:f-' v.z..:r. . r,:t..'
-The 20%ma�irrium adjacent are`,-rage lirnitation for-impervious,structures and aces "z µ
hF :
k
-The 75 foot'minimum wetland setback requiremdilt4ox.,01 hard surface , eways;roads,parking ar ' s
anAimilar impervious surfaces exceeding 500 square feet mare:
. �
s. Se ding Disturbed Areas All areas of soil disturbance resulting from the approved project sh,,,� be
stabilid with appropriate vegetation grasses, etc:)immediately following project completion or.; rlior
I
to permtt-epr�r�atiflri whichever-�comes� 41fthe'pr6jzsite reiiain inenve�fo °rnortliar�48�lours
or plantin gs tniPr e4iMcalw.d e:tq tl :season then the area sl aLjjgL bill ed:w tli:st-qw oa tha�rmulch.or
Mia-
jute mattinuntil weather conditions fvor.ge'rminati'on.
�. <
9. Install,Maintain Erosion ContrOs Necessary erosion,control measures, i.e.,.stra bMes, silt
fencing, etc., are`do be placed on the downslope edge;of any disturbed area. This sedip nt barrier is to
be put in place before any disturbance of the ground occurs and is to be maintainedfim good and
functional condition untilrthick.vegetative cover is established.
l0. Direcf Runoff Away from TdaL:Wetland and Buffer Road$;Aiiveways, and parking areas shall
be graded to direct runoff away from tidal wetly ds1andprotect6d°buffer.areas.
I
11. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall
be located a minimum of 2 feet above-seasonal high groundwater.
12. Area of Disturbance for Structures .Disturbance to the natural vegetation or topography greater
than 25 feet seaward of the approved structure is prohibited.
Page 3 of 7
NNLW YORK STATE.DEPARTMENT OF ENVIRONMENTAL CON- SERVATION s
Facility DEC ID 1-4738-04290 I
13. Straw Bales or Other at TidalWetland A row of staked straw bales or approva a erosion
control devices shall be placed at the l' dward edge of the buffer area or 75 linear-feet om the.tidal .
wetland'boundary,or as per the NYSEEC-approved plan,prior to commencement of any regulated .
activities and remain in.place and in good, functional'condition until the project is tom leted and all
disturbed areas are:stabilized with veg tation.
I
14. Contain Exposed, Stockpiled Soils. All disturbed areas where soil will be tempos nily exposed or
stockpiled for longer than 48 hours sv,. d ame "by a continu± us line of staked ha bales/silt
s- ..
curtains (or other NYSDEC ,rbve evices)placed on the seaward�`aetatween the ill and the
wetland or protected buffarea. Tarps are authorized to supplement these a ved m thods.
15. Vegetate AllSturbed Areas The permittee shall'revegetate alhxposed faces disturbed areas j
to prevent soil eiosion prior to the project completion or expiration date of this permit,. kjchever.comes
first:
16. Roof-' unoff Directed to D el#s -Roof runoff shall be directed to p ty i
. �'�' drywells with a ca . ci to
store/reiarge the.runoff from a 2 inch/24 hours precipitation event. All drywells sha 1 be lots d a
minim .� of 75.feet landward of.the.tidal wetland boundary.
17. Clean Fill Only All fill shall con' st of clean sand,' gravel, or soil (not asphalt, slag,flyash,br en
conete.or demolition debris).
61
1'8. Ibis ba . gexatt s is 11Mktita iut& aasUAdi m
wetlands or.protected.buffer areas as a result of the permitted activities.
19. N0-R', fi ruction Debris in Wetlan_ djacent Area Any debris or excess al from fit.
ao h ' coon of this.project shall be completely rerrioved from the adjacent _ and remove ,o
an approved upland area for disposal. No debns is perrYu ed�n wetland' d/or protec d buffer are �
20.storage of Equipment,Materials The storage of construction equipment and materials shall
I
confied within the project work area and/or upland areas:greater..than 50 linear feet fro the tidal
weilan boundary V2 av.
21. Concrete.Leachate During construction,no wet or fresh"concrete or leachate shallbe allowed to
escape int I Mi etlaa iiTsWor aster a ( d l' a e nor fiat was'iifi s ram i d c- to
y .. J
trucks,mixe� or other devices be'allowed to enter any wetland.or waters. Onlywatert'gilt
; I
waterproof fo s shall be used. Wet concrete shall not be poured to displace water wi jite forms.
22. Precautions Against Contamination of Waters All necessary precautions shall a taken to
preclude contaminatio�2kof�any we'tlanc.or waterway by suspended.solids, sediments;.fu ls, solvents, .
lubricants, epoxy coatings, ints, concrete, leachate or any other environ n Ily.delet rious materials
associated with the project: , �
23. State May Require Site Restoration' If upon fWexpiration or revocation of this r ermit,the
project hereby authorized has not been{completed,the applicant shall, without expense.1 o the State, and
to such extent.and in such time and manner as the Department of Environmental Conservation may
lawfully require,remove all.or any pori-ion of the uncompleted structure or fill and resto e the site,to its
former condition. No claim shall be made against the State of New York on account of any such
removal or alteration.
Page 4 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04290
• i
24. State May'Order Removal or Alteration of Work- If future operations by the Staff e of New York �
require an alteration in the position of the structure or work herein authorized, or if, in e.opinion of the
Department of Environmental Conservation it shall cause unreasonable obstruction to e free navigation ,
of said waters or flood flows or endanger the health,:safety or welfare efthe people of.the State, or cause
loss or destruction of the natural resources of the State,the.owner may be ordered by the Department to.
remove or alter the structural-work;obstructions, or hazards caused thereby without exp rise.to the State,
and if,upon the expiration or revocation ofthis enit the structure;fill, excavation, or,other
: .
modification of the.watercourse herebiauVf e-sliali ot`be ceinpletted;the owners,`s hall, without
expense to the State, and to sWlextent and in such time and manner as%qDepartment of
Environmental Conservatt8n Inay.requ,re,remove all or any portion of the.uncom�pleted structure or fill
and restore to its foe condition.the navigable and.flood capacity of the watercours ; o claim shall
be made against thiel State of New York on account of any such.removal or alteration. .`
25. State NaAiable for Damage The.State of New York shall in no case be liable fo an" damage or,
mlury to t1le structure or work herein authorized which may be caused by or result.fromtura erations.
undertake by.the State for the conser ation or improvement of navigation, or for other urpos s, and no
claim oynght to compensation.shall acicrue from any such damage. ' 4
GENERAL CONDITIONS A.pply•to-ALL Authorized Permits:
t %
. �"_^�'.�` °'�: �.-."�.or �'^s':w`•=,+sy° .i��i^�:""F,�+.�:.saris:.:�''c.. "�a$:�.'Sw�`i�'d?�`.'ts�.:if'&i'c`sxa:"3P+t�'
1. Facility Ins�e,,c won lsy--TW—D.ep _ � ent The permitted site or fac�li ,including relevant words is
subject t% :FS
sub* reasonable hot rmand intervals by an authorized r presentati ego tli''e�D p t
of Fz ental Conservation-(the Departments determine whether'the pe ee is omplying W.
t ii , ermit and the ECL. Such representative may or er rk us�en,e p suant t ECL 71703 0
and, APA 401(3): I
The p'rmittee shall rovide'a er on to accom an .the Department's p P p. � p .y p s representative d g an mspe�ion
to the�ermit�area when requested by tl}e Departments #
.-a.�.".zses>:k'3°..:,ro:e,.�i»�afii`�.`—..i:i<:s.s.t -a .s3"S�s-`_.sa-...=,..,..3'�..-.��t:wu..z.._.-=7� •w. +�'�i".se�,.ir+taasr+Fzti+: ... ,r.�'!_
—s,,,.o.,,.�..w.. n. `^i'-='.... ••. t'. .r s�..t.;ss,'i?a+a'.a **N'-atµ':;s..e. y.;,
A copy of this_permit� including_all referenced_maps, drawings and special conditions; _ust be_available .
for inspec 'ori by the ear�nen aal"times sf1tlie projec si e orfac 'ityF"allure t ce fcopy of
the permit Leon request by a Department representative is a violation of this permit.
2. Relationshipf this Permit to Otter Department Orders.and Determinations ess expressly
provided for by the'Dpartment, issuance of this permit does not modify, supersede scind any order
or determination previously issued by the Department or any of the terms, condi iois or requirements
contained in such order or determination. i
pill-
Paget �t ?
5 of 7
f
' N'EW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC 1D 1-4738-04290
I
3. Applications For Permit Renewals,Modifications or Transfers The permittee 9ust sizbrsiit a
separate written application to the Department for permit renewal,modification or transfer of this
permit. Such application must'inclu&any forms.or.supplemental information the Dep merit requires.
Any renewal,modification or-transf6rranted by the`Department must be in writing. Submission of i.
applications for permit renewal,modification or transfer are to be submitted to:
Regional Permit Admirstrator
NYSDEC Region-1 Iale qu .
SUNY @ Ston BrookJ50 Circle.Rd �w'
Stony Bro•.ry, Y11790 -3409;
4. Submission ofeRene*fil Application The permittee must submit a renewal applicq ion at least 30
days before permit expiration for the following permit authorizations: Tidal Wetlands.
5. Per odifacations, Suspensions and'Revocations by the Department The De; arhnt j
reserves the�right to exercise all availabble authority to ni dify, suspencNr revoke this pe it. The
groundsor modification, suspension q(r revocation-include: - n
a.��materially false or inaccurate statements in the permit application or supporting apers; �
b
'failure by the permittee to com ly with.any terms or conditions of the •permit;
fP Y ; p � ra
.•." . w.«w '. ` M'.-' `A`�r
C. exceedinge scopef t'ie proJct�dscn�ied;inIieermiapplYcatron, . � "3
d. ne l cl scoveied.material�o1in"atio or a material change in environmental-co ifion rele t
�chnology or applicable law o�re a lio -since.the issuance of the exit pe it �.
noncompliance with previously issued permit conditions, orders of the commissioner, any k� �
provisions of the Environmental Conservation Law or regulationsof the Departn lent related f, ,.
the permitted.activity.: .. - .
6. Permit Transfer Permits are trans errable unless sp�ecif call rohibited by statute egulatiow r
,�,. .c "`"'r:NYu'. . .s°- """`,e.+. .-...� ;` 'iz:: :.'�`cr: . . vF._ :uys.,�'our,:- -., <.it.` _'' '".- ,.�<: ,.- �^'?:= .s,c "'°�•>,-"z .
another permit co dion. app icafions or permi of r should e submitted prior fo ctual`fransfer of
ownerships v x e
4
Page 6 of 7
NIEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04290
` I I
NOTIFICATION OF OTHER PERMITTEE OBLIGATIO S-
Item A: Permittbe Accepts.Legal Responsibility and'Agrees to Indemnification
The permittee, excepting state or federal agencies; expressly agrees to indemnify and ho d harmless the
Department of Environmental Conserv tion of the_SkateofNew York�its.representative employees
and agents ( DEC ) for all claims t. acons, and damages,toleextent attributable o the j
pennittee's acts of omiMenance
connection with the permittee's underta 'h&.of activitiesin connection .
with, or operation and of, the facility.or facilities authorized by t%ermit whether' in
compliance or not iiv-�ompliance with the terms and conditions of the permit. This i�de fication does
not extend to anPfit S, suits, actionsi or damages to the•extent attributable to DEC's o .� negligent or
intentional actor omissions, or to any claims, suits, or actions naming the DEC and arising under
Article 78 o the New York Civil Practice Laws and Rules or an_ y citizen suit or civil rigis p oyision
under fede i or state laws. . i
Item,B. ermittee's Contractors to Comply with Permit
The pittee is responsible for inforiifng its independent contractors, employees, agen s andassi sof
theirresponsibility to comply with this permitincluding all special,conditions while.act��nng as the
permitee's agent with respect to the permitted activities, and.such persons shall be subject to the sam
sancpons for violations of the Environmental Conservation Law as those prescribed for e permittee,
ItemxC: Permittee Responsible for O' taining Other Required Permits
The permitteeespo' isib e for olfainn any other permits, approvals, lands, easement and y -
ware authorized by this permi
' "Pi i 'C;
Item D: No Right to Trespass or Interfere with RiparianR�ghtsM "
Thi permit does not.convey to the.permittee any right to'trespass upon the lands or inte fere with the
npafian rights of others in order io perform the permitted work nor does it authorize the impairment i f
n .
any rhts,title, or interest in real or personal property held or vested in.a person not a p to;the ,
permit
a:� �a ': .. ��i'-.:,,;z.sc>«^...,..-'�"�%a;'Y'"::�S.�;s"^' -:_:,Q••^��.;:s..:..1;,'�c+^.;,�^,:z:crWYss,`,�t,•:c#x�crc- -'�:.sa�v�� ..
iNl6 -1-1 7FJY P:.
Vkv
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• 1
i
Page 7 of 7
o�suFFot,��o
_� G< BUILDING DEPARTMENT-Electrical Inspector
rC*„ TOWN OF SOUTHOLD
oy • !& Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959
Telephone (631)765-1802-FAX(631) 765-9502
Temporary Certificate # (aq4 Date a-1 D - 2021
Customer Name 7 C Electrician Name ' C
Address Phone
e-mail 03S e-mail logC-e K'-,,�,)eCf-rl Cal 47 Vah06. C,o
Phone License#
Size_CLDC)QO A Phase Overhead Underground #of Meters
Remarks
#of Underground Lateralsl 1 2 New x
"H" Frame or Polel H P Fire Reconnect
Was work done on Service? Y& Flood Reconnect
Old Meter# Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This verification is vali r 90ys from the date above.
Authorized by
BUILDING DEPARTMENT-Electrical Inspe,
TOWN OF SOUTHOLD
Town Hall Annex-54375 Main Road - PO Box -029 3 2021
Southold, New York 11971-0959
ACa. '!
Telephone (631) 765-1802 - FAX (631) 765-9502':":!- 'V
0
rogerra-southoldtownny.gov - seand@
southol 26V1
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: �
Company Name: Ail
Name: 1 .1 CK^
License No.: email: 1A)i le-eh j j4---,Ie L vel
Phone No: 7
t z5 [AI request an email copy of Certificate of Compliance
Address.: e-> >L
JOB SITE INFORMATION (All Information Required)
Name: 2-4-s/h
Address: qbc)
Cross Street:
Phone No.:
Bidg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly) 4—
Check All That Apply:
Is job ready for inspection?: E2YES NO RRough In []Final
Do you need a Temp Certificate?: 5aYES FlNO Issued On k- 2-1
Temp Information: (All information required)
Service Size E]l Ph 03 Ph Size: -2-0 0 A #Meters Old Meter#
R]New Service E] Service Reconnect E[undergroundF]overhead
.# Underground Laterals Wh [:]2 []H Frame Elpoie Work done on Service? Ely
Additional Information:
PAYMENT DUE WITH APPLICATION
6)
C
Electrical Inspection Form 2020.xisx ��C
C 0'3
Su t 76,-c,, -7-7z:i
F'
SUBUILDING DEPARTMENT-Electrical Ins ctbr-
TOWN OF SOUTHOLD
Town Hall Annex -54375 Main Road - PO Box Mg 3 2021
Southold, New York 11971-0959
Telephone (631) 765-1802 -FAX (631) 765-950215.-�j-, .
rogerrO-southoldtownny.gov — seand(asoutholdf W,CIE 4 1
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ail information Required') -Date:
Company Name:
Name: C1: 'r_1/t' r
License No.: email:
Phone No: 7, I i_je[;4 request an email copy of Certificate ofCompliarijce ,
Address.: 117-71
JOB SITE INFORMATION (Ail information Required)
Name:. ZY
Add res,6.
Cros
.. : :Phone N6.:'
?Y.
..old
g
nPerm
�7 _
Tax*.MaD District 100.0. Section: Block. Lot?
BRIEF-:DESCRIPTION OF WORK(Please Print Clear"lY)
.4
a
Che6k All.That Apply:
..Is ? __jNO Rough In
J00 ready for inspection.: EZYE.S. E]Final
,Do you need a Temp Certificate?: WYES ]NO Issued On aponl 2-41- 1.
Temp Information: (All information required)
Service Size [El,Ph- 03 Ph size.- 2-o-0 A #Meters Old Meter#
MvNew.- ervice . Service Reconnect Underground F1 overhead
#Underground Laterals [:]2 EjH Frame E]'ole Work done on Service? DY
Additional Information:
PAYMENT DUE WITH APPLICATION
-ro r
d J�'
Electrical Inspection Form 2020.)dsx C"�
- k
"V ViA rV
PERMIT# I Address:
Switches W4T
W q 0 1
Outlets
k�
GFI's 1 �,
Surface
Sconces
HH s owgwl
UC Lts [Itr
Fans 'U Fridge HW
Exhaust Oven
Smokes DW Mini ^ .jl -
Carbon Micro Generator.
Combo 7 Cooktop Transfer
AC AH Hood Service
I. ,
,�/� q� ( p ,�s� Have
Amps Used )
Special: C/ (� l C� J ` ` L/ /Z-9)
Comments: ( Vl
Scott A. Russell ��°�u � STO]KIMIWA\T]E K
. SUPERVISOR r
� � I��1[A\NAG]EN[]ENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 �® a� Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOLES THIS PROJECT INVOLVE ANY ®1F THE FOLLOWING:
Yes NO (CHECK ALL THAT APPLY)
❑[N A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ff] B. Excavation or filling involving more than 200 cu -'ards of material
within any parcel or any contiguous area.
❑E� C. Site preparation on slopes which exceed 10 feet`vertical rise to
100 feet of horizontal distance.
(M❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑� F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date:
NAME:
�A q-7 4ict 3
r Section Block Lot
FOR. BUIll-DIlta I)l;P%,RT 'll. \'"I` USE
Contact Information:
:Telephone Nwnlxr)
Reviewed By:
— — — — — — — — — — — — — — — — — —
Property Address / Location of Construction Work: — — — — — — — — Date:— — — — — — — —
4n V �Ewp ❑ Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
�ITfL� Ly U - W T.35 ❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
6FORM SMCP-TOS MAY 2014
EN-CONSULTANTS
February 28,2020
Matthew Zash
400 Beebe Drive
Cutchogue,NY 11935
RE: Additions/alterations to dwelling
400 Beebe Dr., Cutchogue
SCTM#1000-97-7-3
Dear Mr.Zash:
Enclosed you will find the New York State Dept. of Environmental Conservation Permit
dated 10/9/2019; the Suffolk County Dept. of Health Services Permit dated 11/25/2019 (2-
approved stamped surveys); and the Town of Southold Board of Trustees Permit dated
10/16/2019 which we obtained for you on the above referenced property.
Both you and your contractor should review all of the permits/approvals obtained for this
project/property carefully and strictly adhere to the approved project description, stamped-
approved plans, and all standard and special conditions. Copies of all the permits/approvals
obtained for this project/property should accompany the application when filing for the
building permit.
Please fill out and submit any notices of commencement(at least 48 hours prior to
commencement of work)and completion,which may be a requirement of the
permits/approvals obtained for this project. Please be aware that the New York State Dept. of
Environmental Conservation commencement and completion forms require the contractor
information and signatures of both the permitee and the contractor. If the required
commencement and/or completion forms are not enclosed with your permit/approval,please
contact our office and we will obtain one for you.
All permits/approvals obtained for this project must remain valid until the project is
complete. It is your responsibility to track all permit expiration dates and maintain the
validity of these permits beyond their expiration date if necessary(NYSDEC exp. 10/8/2024;
Trustees exp. 10/16/2021; SCDHS exp. 11/25/2022). Our office will need to be notified at
least 45 days prior to the permit's expiration date if you would like us to extend the permit for
you. Any permit extensions and/or modifications we obtain will be billed additionally plus
reimbursement of all application fees.
Please contact me if you have any questions.
AMlincerely,
E
Accounts Manager
Enc.
1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com
environmental consulting
pF SO�r�Ql
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G • Q
Southold,NY 11971-0959
couffm
BUILDING DEPARTMENT
May 19, 2022 TOWN OF SOUTHOLD
Zash, Matthew
400 Beebe Dr
Cutchogue, NY 11935
RE:
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
X Final Survey with Health Department Approval.
X Plumbers Solder Certificate or Pex Affidavit -a,�-
X Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
X Blower Door Test Results
Final Elevation Certificate required.
Final Storm Water Runoff Approval from Town Engineer
Spray Foam Insulation certification from a NYS licensed architect or
Engineer
BUILDING PERMIT: 45146-Z Alteration/Additions
i
-TYPI�A IL�T
S.C.T.M. NO. DISTRICT: 1000 SECTION: 97 BLOCK: 7 LOT(S):3 SCREF�FCRON
GEOTE)MLE FABRIC
SUPPORT POSTS
iWOOD OR NEPAL
FLOW DIRECTIONI
ECCAVATED AND
BACK LED TRENCH EUGENE'S ROAD
WOODMNYL E ISTING GROUND _
EXISTING NYSDEC LOT COVERAGE Bu HEAD
BASED ON UPLAND LOT AREA 18,728 S.F. `5
EXISTING DWELLING: 1347 S.F. MON. I I I I I Iv tTj
EXISTING 4' WIDE GARAGE ROOF OVERHANG: 63 S.F. r
SHED W/COVERED STORAGE. 141 S.F. 40" - R£ S'697 .
FRONT STOOP: 29 S.F (U ^�' • ....% Opp„
Gb 4--
: 30 S.F. EXISTING GRAVEL TO BE REMOVED OO
SIDE STOOP & SHOWER
REAR DECK: 173 S.F. , o.8'N RDPATIO WON 145x26' o
ASPHALT DRIVEWAY: 1750 S.F ��Z� �eFR s•X00 LOT 32 o
TOTAL 3533 S.F or 18.9% G� lE 40 PROJECT LIMITING SILT FENCE =C
4Z' l D do AREA OF DISTURBANCE (11,450 S.Ff) I `.rl1
`Y >�.� , c, ,CF I /pljgU�l/Nc
PROPOSED NYSDEC LOT COVERAGE :.. � �4� ;..:�i' /S0, wq�R
BASED ON UPLAND LOT AREA 18,728 S.F. (� J2 c h 7p %•:Sti PROPOSED 4 BEDROOM
EXISTING DWELLING: 1347 S.F. ��op` / o '•'•.....-�/n611 127' � �jMB SANITARY SYSTEM
Q BOUNMRI'AS MMEAIED 4? 1250 GAL S.T.
4' WIDE GARAGE ROOF OVERHANG: –63 S.F(TO BE REMOVED) rya � do ....:.:... BY�ENP�f1RtN85 • DRY K�
SHED W/COVERED STORAGE: 141 S.F. ./ / 19 7Af8 r 02,S (5) 8'0x3' DEEP {.P. �,V
FRONT STOOP: 29 S.F /
SIDE STOOP & SHOWER: –30 S.F. (TO BE REMOVED) / DEW swam -?/o cv
S►SU TO BE ABAIAONtD >p' �'
REAR DECK : –173 S.F. (TO BE REMOVED) 4. S AND EADTIL FD WM ,• 4O
RSE
ASPHALT DRIVEWAY: –1750 S.F. (TO BE REMOVED) iso E' CLEM COASAND �,�ZONE X � � � 0� r nI � LP
PROPOSED PERVIOUS DRIVEWAY: N/AJj P �o POiE 0.29.' CHANCE �@��•Z_ �s 12
PROPOSED REAR DECK: 572 S.F. J n:' `tel z � S /
Gy �\ ' .......�` ��ST� PROPOSED 4e :t: ..._ EXP �[T C I
PROPOSED ADDITION: 354 S.F. F " DECK ?-;•; /``�
` :LP.:. �':::[XISIPlG STEPS 73,0. :::: :::::..f? ... // , IO F j.
PROPOSED FRONT PORCH ROOF: 32 S.F. y ....: ....... ......... ... :- :;:• EXP MON.
PROPOSED TOTAL: 2475 S.F or 13.2% o2oy 516 ` `��`�`4...`'"`'''`'"' % �`�,/ OO %
oC�r LOT 31 /^g�v c;::.`:'%, : : q�_
y-cy a O'
/ 79' 3gv :"� po ..::: /ASPS
EXISTING TOWN OF SOUTHOLD LOT COVERAGE r R
ASW APR9N TO BE
BASED ON UPLAND LOT AREA 18,728 S.F. �y00 ZONE AE(EL s) ^c:.. o 4 q�gT9xay� / �� ) ppp�eD,MRMAc� MM
f�LAPFORM / ��'� v`� := :'(:::::i:::::::' E� / PAVER APRON
EXISTING DWELLING: 1347 S.F. =4. o� / / ��- 6/ ,�o�/ ........::::;:: : : :
EXISTING 4' WIDE GARAGE ROOF OVERHANG: 63 S.F. �q MON. 86, i ��J�O. 1ji_: ::.::.: '�lreEg�otgp
SHED W/COVERED STORAGE: 141 S.F. c b N6yo y'Opo `�00•/ �� / ,
REAR DECK: 173 S.F. REIN WALL 3000" �vC0 // – L ...:`': :; :�s�_;::: D ?- / y
W :: E — w: :GgRyc.....: /ZONE x v / NYSDEC
TOTAL 1724 S.F or 9.2% "`" /' 2v h .':'.F so `��,1 / j APPROVED AS PER TERMS
ym:' (10 BE —:— ':. .:::::. ... EL 9.7 /
-� " ' `^'' / / Q% AND CONDITI NS OF
DRAINAGE CALCULATIONS: �i ?Q. •`:g /I GROUND 10 c�,
PROPOSED TOWN OF SOUTHOLD LOT.COVERAGE / ? ��,{� � AS TANK Q- PERMIT NO. �y1 j ��`1��// �
BASED ON UPLAND LOT AREA 18,728 S.F. K'jp K'F W' 0A
U �(/ LOT 30 `q N / M. p0/ 20 Q DATE !�
A PROPOSED FOOTPRINT =1733 SQ.FT.
EXISTING DWELLING: 1347 S.F. ) VC G'S s
4' WIDE GARAGE ROOF OVERHANG: –63 S.F.(TO BE REMOVED) 1733.X 0.166= 288cf REQUIRED 160, 441;i R PRO PO ED �f �. _S / ,� �. :
(2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED 1 STY. ADDITION S/[T/ o J .4
SHED W/COVERED STORAGE: 141 S.F. (TO REMAIN) l E70EXOR GARAGE WALLS /, Q� h
REAR DECK : N/A (TO BE REMOVED) TO BE RE-FRAMED IN SANE FQOIPRBIL I7 'S f
PROPOSED REAR DECK: 572 S.F. ROOF TO BE REBUILT AS PER PIANS 79'/
SOLAR PMELS TO BE
ON IIEW
PROPOSED ADDITION: 354 S.F. ELEV. g � F
A. 4 O %��
PROPOSED FRONT PORCH ROOF: 32 S.F. ti / 5 MIN. 10' SEPERADON
DR BROWN ��O MON. j,� BETWEEN INGROUND PROPANE TANK
PROPOSED TOTAL: 2446 S.F or 13.1% OL 0.5' ��J P. F AND WATER UNE TO BE EXPOSED AND VERIFIED
7HE WA7ER SUPPLY, WELLS, DRYWELLS AND CESSPOOL DY LOAM �� / / IN FIELD A7 TIME OF NEW SANITARY INSPECTION.
LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS /
AND OR DATA OBTAINED FROM OTHERS. BROWN I C.I. LOCKING
AREA LANDWARD OF TIDAL WETLAND BOUNDARY: 18,728 S.F. FEMA MAP#36103C0164H SM LOAMY SAND 1.2 / FFL 10.4 COVER TO GRADE (9-0) (9.7) FINISH GRADE
TOTAL AREA: 19,477 SQ.FT. or 0.45 ACRES NAVD88 ; z
ELEVATION DATUM: PALE
1'MIN-2'MAX z �
UNAUTHORIZED ALTER47I0N OR ADD1770M 70 THIS SURVEY IS A WOLA77ON OF SECAON 7209 OF THE NEW YORK STATE EDUCA71ON LAW. COPIES OF THUS SURVEY MEDIUM 6.7, � 1 j4"–FT. " 0 MI 1 j8"–FT.� 6'COVER
MAP NOT BEARING 7H£LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN SAND 6COVER
ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUnON
LISTED HEREON, AND 70 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE
E: SP GRAVEL 6" N - 6"SLAB
THE OFFSETS OR DIMENSIONS SHOHEREON FROM THE PROPERTY LINES 70 THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE INVERT-1 (845)
.
NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR 70 GUIDE THE ERECTION OF FENCE$ ADDI7IONAL S7RUCTURES OR AND OTHER IMPROVEMENT& EASEMENTS —WATER EL 1.3 (8.7) .45) INVERT INVERT
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY 1 (7.95) (7.87)
PALE ( CRAWL 6.2 FOUNDATION FLOW 8'0 3' COLLAR
SURVEY OR:LOT 31 CERTIFIED TO: MATTHEW R. ZASH; SW MEDIUM WALL BAFFLE MI . POOL CLEAN
MAP OF MOOSE COVE COURTNEY KREMERS• SAND
COARSE
2'-8 3 SAND &
FILED:AUG. 30, 1960 No.3230 WATER 6.0 TANK 3'MIN GRAVEL
SITUATED AT..EAST CUTCHOGUE r
USE 4" DIA. APPROVED SEWER PIPE
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC i 1250 GAL. PRECAST S.T.
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design �I REVISED 08-27-19 I (5.2)
P.O._Boz 159 Aquebogue, Nes York 11981 JAN. 15, 2019 REVISED 08-15-19
PHONE (OSJ)298-16PAX(681) 298-1888 REVISED 06-14-19
FILE $ 18-152 SCALE 1"=30 DATE:JAN. 15, 2019 MY.S USC. NO. 050882 m,dntNnlot tho raRabataa at Rabat
t I.a�t>e®n.m IL s�� K. WOYCHUKI LS
GROUND WATER ELEV 1.3
n
TYPICAL SILT
SCREEN SECTION
S.C.T.M. NO. DISTRICT: 1000 SECTION: 97 BLOCK: 7 LOT(S):3
GEOTE(TILE FABRIC
\ SUPPORT POSTS
WOOD OR METAL
FLOW DIRECTION
F
EXCAVATED AND
aACK`UED TRENCH
EUGENE'S ROAD
WOOD NYL EXISnNG GROUND
BUU'!HEAD'
EXISTING NYSDEC LOT COVERAGE
BASED 'ON UPLAND' LOT AREA 18;728 S.F.
EXISTING DWELLING: 1347 S.F. IRON Im lTJ
EXISTING 4' WIDE GARAGE ROOF OVERHANG: 63 S.F. 3� r ■.M�w
SHED W/COVERED STORAGE: 141 S.F. nT°l A'F` S690 (A
FRONT STOOP: 29 S.F aO�O'�. EXISTING GRAVED TO BE'REM!)YED o O
SIDE STOOP & SHOWER: 30 S.F. G� 0.5'S L'
REAR DECK: 173 S.F. v 0.8N AND PA�ATTIO W 14'26' c-
ASPHALT DRIVEWAY. 1750 S.F. ��_� A/BF,q. s•�O LOT 32
PROJECT LIMITING I
AREA OF DISTURBANCE BANCEN 71.450 S.F-k)
TOTAL 3533 S.F or 18.9CE
% � V )1 / c £ 'OF 40' , ly/pLg4`UNtTj
PROPOSED NYSDEC LOT COVERAGE ,�� o � �' /4� ry :/42:• I ls0' R
BASED ON UPLAND LOT AREA 18,728 S.F. �'7. Joh ; ;•o ;/' 100, m.:.SyPROPOSED 4 BEDROOM
EXISTING DWELLING: 1347 S.F. 4,cp� o• •;•:• �,y1mAl 127 n SANITARY SYSTEM
4' WIDE GARAGE.ROOF OVERHANG: -63 S.F.(TO BE REMOVED) '�aL / BYB(BHDEMRY-1 AS A.rO IED 1 DRY �eae Y/ 1250 GAL S.T.
SHED W/COVERED STORAGE. 141 S.F. $�' / 19,2D1e !� 0 2 S (5) 8'0x3' DEEP P.
FRONT STOOP: 29 S.F __ A/
.SIDE STOOP & SHOWER: -30 S.F. (TO. BE REMOVED) - / DOWSM1dURY. /; �, N 2j0.7
REAR DECK -173 S.F. (TO BE REMOVED) 'L `' '� S137EH'7DBEA64�OP/ED : C:,�P•: �'' f
y .' .;; Ss• a�daRLLED, -cb
ASPHALT DRIVEWAY: -1750 S.F. (TO BE REMOVED) so. _ ,aWl CUN5E SPD', �./ZONE X
PROPOSED PERVIOUS DRIVEWAY: N/A �� ✓0 `��'•�';FOLE CWWCE
PROPOSED REAR DECK: 572 S.F. rcP; 1 n S PROPOSED �' :Y :}.: / P' EXP
\ .
PROPOSED ADDITION: 354 S.F. DEC
A K 2 1
PROPOSED FRONT PORCH ROOF: 32 S.F. P�1 �' •• � � ¢ p 0
E705➢VC STEPS MON.
T 0 : ?i':::: OCP`
y' 'z: ::
PROPOSED TOTAL: 2475 S.F or 13.235 OqT LOT 31
yg
EXISTING TOWN OF SOUTHOLD LOT COVERAGE io °% I / 1 1'AY ! a w7 APm:m
BASED ON UPLAND LOT AREA 18,728 S.F. tS00 ZONE;AE(EL 6) h. _=; .App ra y�, J' RI�hD Ala'RfPIA�CED qRN
U -:11C1')�OR7A ' ': ;. �LbR!gQ: / / pltVTRAPRON
EXISTING DWELLING: 1347 S.F. :'r"!•. :;;:: : :::::
EXISTING 4' WIDE GARAGE ROOF OVERHANG: 63 S.F. ,Tq MON: N EY 86„ soJ�/. tr oy
SHED W/COVERED STORAGE. 141 S.F. 6y° q0• }:: 7D /'
REAR DECK. 173 S.F. ^�0 WCOO/VINYL 30pO„ OCL / ,�'k - `_ ::.:: ::j'J�t":... !1• / �� /
i..:: NYSDEC
TOTAL 1724 S.F or 9.2% REG WALL �' SCF / +— r; /ZONE X
r.;.; APPROVED AS PER TERMS
(10 )� — _.'r
..........' a s.7 / / AND CONDITIONS OF
DRAINAGE CALCULATIONS: '`tea :;'=: �I"�OUNrnDNK'6 0`�`� PERMIT NOJ-' 0" MD OD.1�2-
PROPOSED TOWN OF SOUTHOLD LOT COVERAGE �_ t� /
BASED•.ON UPLAND LOT AREA 18,728 S.F. f��AV�''Q/� LOT 30 p�/ �Q^ GATE 4 1.
A) PROPOSED FOOTPRINT =1733 SQ.FT. 8' N
EXISTING DWELLING: 1347 S.F. VCL'S` S "\ o /
4' WIDE GARAGE ROOF OVERHANG: -63 S.F(TO BE REMOVED) 1733 x 0.166= 288cf REQUIRED 1,5 ►sq PROPO ED Of `. _ / s �J _*'0 O
(2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED 1 STY. ADDRION
SHED W/COVERED STORAGE 141 S.F. (TO REMAIN) l Fx7ER70R GgfOCE
REAR DECK : N/A (TO BE REMOVED) TO 1E RE4WAMED IN SAVE-FDO7PRINT. J>O
PROPOSED REAR DECK: 572 S.F. ROOF TO BE RF7311N•T ASTER'PIANS 79'/ _ °,
SOUR PANELS TO BE INSTALLED ON REIN ROOF
PROPOSED ADDITION: 354 S.F. Ery 9.7 o`er
PROPOSED FRONT PORCH ROOF: 32 S.F. 1,� MIN. 10' SEPERATIDN
DR BROWN
MON. %,�V- BETWEEN INGROUND PROPANE TANK
OL D5
PROPOSED TOTAL: 2446 S.F or 13.1% ' AND WATER LINE TO BE EXPOSED AND VERIFIED
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL DY LOAM ' �OOJ P' /�e IN FIELD AT TIME OF NEW SANITARY INSPECTION.
LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS
AND OR DATA OBTAINED FROM OTHERS SM BROWN , C.1. LOCKING"
AREA LANDWARD OF TIDAL WETLAND BOUNDARY: 18,728 S.F. FEMA MAP#36103CO164H GAMY SAND 1.2 / FFL 10.4 COVER TO GRADE. —•� (9,7) FINISH GRADE
TOTAL AREA: 19,477 SQ.FT. or 0.45 ACRES (9.0)11
ELEVATION DATUM:, NAVD88 Z
PALE / T'MIiN•-2WAX z
UNAUTHORIZED ALTERAAAN OR ADD177CIN TO THIS SURVEY IS A-WO"77ON OF SEC770N•7109 OF THE NEW YORK STATE EDUC4770N LAW. COPIES OF THIS SURWY MEDIUM s•7, /. 1/4"-FT. 1/8"—� c
MAP NOT BEARING THE LAND SURLEYORS EMBOSSED SEAL SHALL NOT BE OOVSIDE:RED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN SAND 6 COVER 6" COVER
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77YU77ON SP & 6 6'-SLAB
USTED HEREON, AND TO THE ASSIGNIES'OF THE LENDING 1NS77TUTION, GUARANTEES ARE NOT TRANSFERABLE. GRAVELINVERT
THE OFFSETS OR DIMEN570NS:SHOW HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPELTRC PURPOSE AND USE THEREFORE THEY ARE INVERT—/ (8:45),
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE FRECHON OF FENCES ADD177ONAL STRUCTURES O4 AND OTHER IMPROVEMEN7S EASEMEN7S —WATER EL 1.3 (8.7) INVERT INVERT
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECOREk-D ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURLY (7.95) (7.87)
PALE CRAWL s.2 FOUNDATION FLOW 8'0 3' COLLAR
SURVEY OF.LOT 31 CERTIFIED T0: MATTHEW R. ZASH; MEDIUM POOL CLEAN
SW WALL BAFFLE MI ,COARSE
MAP OF:MOOSE COVE 'COURTNEY KREMERS• IN D 6.0' 2'—B" 3 SAND &
FILED:AUG. 30, 1960 No.3230 WATER TANK 3'MIN GRAVEL
SITUATED AT.EAST CUTCHOGUE
USE 4" DIA. APPROVED SEWER PIPE
TOWN OF: SOUTHOLD KENNETH M..1fOYCFWK LANA SURVEYING, PLLC 1250 GAL. PRECAST S.T.
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 08-27-19 (5.2)
P.O. Bo= 169 Aquebogue, New York 11991 JAN. 15, 2019 REVISED 08-15-19 M
FILE 18-152 SCALE- 1"=30' DATE:JAN. 15, 2019 -+ PHONE (63L)29a-15WPAZ 1691) 89a-lava K. WOYCHUK LS REVISED 06-14-19
N.Y.S. USC. Na 050882 mdat.WM the moards d Eabet L Emurq a i®n.eh AL Woyohuk GROUND WATER ELEV 1.3
' p � 3 'TYPICAL SILT , I
Gi SCREEN SECTION
S.C.T.M. NO. DISTRICT: 1000 SECTION:•97 BLOCK: 7 LOT(S):® PP
� �N�� Jf�OLK W�3EPTWA•OF IM I M MV'C
GEOTDMLE FABRIC
�/c ®�® SUPPORT POSTS QTM
E WOOD OR METAL pK. Uffr FRO f�MVAL(17 C,� g p°v v;� A
"o�.kill,
�A FLEW DIRECT10N 1lSS�Ls33''d�l��ll8 g FOR ie Y'Si Y-�C
jr
� BACKIXUM CAVABCH EUGENE'S ROAD �j ?,4l �- •No, lv- 6-0164—
WOOD
_-
F 1 -®l�
WOOD/VINYL4P4/Q C V EXISTWG GROUND DAT'
BULKHEAD
EXISTING NYSDEC LOT COVERAGE M�r i AFF ,
BASED ON UPLAND LOT AREA 18,728 S.F.
EXISTING DWELLING: 1347 S.F. MON. -I I m t7l rOR lymn' Rif
EXISTING 4' WIDE GARAGE ROOF OVERHANG: 63 S.F. 3 ` 2'MINIM M
SHED W/COVERED STORAGE: 141 S.F. �,q ....yy �Rf C f 6-9 3 pOp/ I {git RES THREE YEARS rT�OVI (3r�I�Q A°+� OVR -
FRONT STOOP: 29 S.F �V b 'c�
SIDE STOOP & SHOWER: 30 S.F. G� o.5'S 0 N EXISTING GRAVEL TO BE REMOVED o O
REAR DECK: 173 S.F. �, ARDAVEI�Ano Wlftl 14�i26' s
ASPHALT DRIVEWAY: 1750 S.F. ��=,T MgfR�� s•SOC LOT 32 r
OT1t® €'7CIS�lIi*S lllt y S�r3$rrlil 1i211S1�1e lil
TOTAL 3533 S.F or 18.99 G� / f 4.0. O , PROJECT LIMITING SILT FENCE c
/ AREA OF DISTURBANCE (11,450 S.c�� � Of 7 yip K'F Co �ee With departmer1t r-01iilel'11';l?$5t1�12�i$
PROPOSED NYSDEC LOT COVERAGE w 3� '/ 4� ry,.,�¢2 �C q Cp pletCd form WWM-()Yb. aS Proof.
BASED ON UPLAND LOT AREA 18,728 S.F. (� J=/"cam 0` •" JO %:;sy R PROPOSED 4 BEDROOM
4 :... ../ O' ::
EXISTING DWELLING: 1347 S.F. mop o -•::•--•••/7p� 127• r •-• nye SANITARY SYSTEM
Q BWN011RYAS DE1UGIE1 fR 1250 GAL S.T.
4' WIDE GARAGE ROOF OVERHANG: -63 S.F(TO BE REMOVED) � /o ••••.•,�.-•••
SHED W/COVERED STORAGE: 141 S.F. �� ~ ' ""/ BY EN TMIS p /2 •DRY Ivq� o.2's (5) 8'Wx3' DEEP P. ,j FOR
INSPECTION SYSTEM
RI��IJiR�
19.2018 ®� �.���TA .�5r��
FRONT STOOP: 29 S.F
SIDE STOOP & SHOWER: -30 S.F. (TO BE REMOVED) DOOTo� i: .• ° �/O gyp, /•' �w / - By HEALTH DEPARTMENT
ENT
SIM REAR DECK -173 S.F. (TO BE REMOVED) S AW WIII / {i
ASPHALT DRIVEWAY. -1750 S.F. (TO BE REMOVED) "'ro :: .� G� CIFAN 511 i ZONE X °� o° c T. N , LP "� /
PROPOSED PERVIOUS DRIVEWAY: N/A Jj 0.29 CHANCE ° �<Ie� �� �YlSed���Approved 74 d 16-0
PROPOSED REAR DECK: 572 S.F. `` 7z POLE : � J �` 12 /
Gyoj cP, �� sr.: PROPOSED ,r :t :::_... C.O. / _SLP EXP NO
PROPOSED ADDITION: 354 S.F. F '' ' "' DECK ;;:; ;:::;:?g,2.:.--- f j -•� �
PROPOSED FRONT PORCH ROOF: 32 S.F. \ \ 51EPs r30' ? �� EXP O MON. ���8ffi E
s - •-.•.•\� REDON57RUCIm ,�, �:�'���� :�:•`.�:�:;�:�:�
PROPOSED TOTAL: 2475 S.F or 13.29 OOT LOT 31 � -Q, ...o~ `'
EXISTING TOWN OF SOUTHOLD LOT COVERAGE 1D ZONE AE EL 6)-1 ��? ^c (gX r� DR AT• /: ASP1uL.TAPRON W BE 1mR
BASED ON UPLAND LOT AREA 18,728 S.F. ty W� ( :; ;::!•;::•::•:: : ;; sjjJ I PumAND APRON
PL AtORM � ' Ay ,
EXISTING DWELLING: 1347 S.F. /
S ............................
1 " i::' 42W 110-
EXISTING 4' WIDE GARAGE ROOF OVERHANG: 63 S.F. N : ....
SHED W/COVERED STORAGE. 141 S.F. N6903p�0'�REAR DECK: 173 S.F. ReiVIN
:
j
,
L(i f — or:- 4G /ZONE X
TOTAL 1724 S.F or 9.29 cF 9 0 W EL 9.7
DRAINAGE CALCULATIONS: �i ;': :?o? ::: /LP GRSEE W TANbf
PROPOSED TOWN OF SOUTHOLD LOT COVERAGE
BASED ON UPLAND LOT AREA 18,728 S.F. It
/AU LOT 30 tx �9�" E'er` / •M•
EXISTING DWELLING: 1347 S.F. A) PROPOSED FOOTPRINT =1733 SQ.FT evC NGS s"'� A �' I
4' WIDE GARAGE ROOF OVERHANG: -63 S.F(TO BE REMOVED) �)8b1A x 4' DEEPGDRYWELLE354cf PROVIDED ISO, kgiR PROPO ED Cf. �. ��/ �. �. v Qy1�,Vh0
1 STY ADDITION s/Lr/ o l' J ,4
SHED W/COVERED STORAGE 141 S.F. (TO REMAIN) ` Da RE FORAGE WALLS
FOOTPRINT r7 \Q /
REAR DECK : N/A (To BE REMOVED) O 7 / f pL 1 /
ROOF TO BE REBUILT AS PER PLANS 9' 01 / z
PROPOSED REAR DECK: 572 S.F. SOLAR PANELS TO BE INSTALUDION NEW ROOF i p
PROPOSED ADDITION: 354 S.F. ELEV. 9.7tio�P 4 �� MIN. 10' SEPERAnoN
PROPOSED FRONT PORCH ROOF. 32 S.F. �o MON. /`� BETWEEN INGROUND PROPANE TANK
PROPOSED TOTAL: 2446 S.F or 13.19 OL DR BROWN O.5' P. AND WATER LINE TO BE EXPOSED AND VERIFIED
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL DY LOAM E��J %�P IN FIELD AT TIME OF NEW SANITARY INSPECTION.
LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS
AND OR DATA OBTAINED FROM OTHERS BROWN C.I. LOCKING
AREA LANDWARD OF TIDAL WETLAND BOUNDARY: 18,728 S.F. FEMA MAP#36103CO164H SM LOAMY SAND 1.2 / FFL 10.4 COVER TO GRADE---
RAD (9-0)\
(9.7) FINISH GRADE
TOTAL AREA: 19,477 SQ.FT. or 0.45 ACRES (9.0)
ELEVATION DATUM: NAVD88 PALE / 1'MIN-2'MAX z
UNAUTHORIZED AL7ERA77ON OR ADD17101V TO 7HIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MEDIUM ' 1/4" �
-Fr, 0"MI 1 10
MAP NOT BEARING 7H£LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN SAND 6'7 6 COVER /$"- 6" COVER
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N SP & 6" 6" SLAB
LIS7ED HEREON, AND 70 7HE ASSIGNEES OF THE LENDING INS71711770N, GUARANTEES ARE NOT TRANSFERABLEE, GRAVEL INVERT
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES 70 THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE INVERTS (8 45)
NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCES, ADDITIONAL S7RUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS —WATER EL 1.3 (8.7) INVERT INVERT
AND/OR SUBSURFACE S7RUCTURE6 RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY FLOW(7.95) (7.87)
PALE CRAWL 6.2FOUNDATION BAFFLE 8'0 3' COLLAR
SURVEY OF.LOT 31 CERTIFIED TO: MATTHEW R. ZASH; SW MEDIUM WALL MI . POOL CLEANSE
OAR
GRAVEL
MAP OF.MOOSE COVE COURTNEY KREMERS• SAND 6.0 , 2'-8" 3,SAND &
FILED:AUG. 30, 1960 No.3230 _ WATER TANK 3'MIN
SITUATED AT.EAST CUTCHOGUE
USE 4" DIA. APPROVED SEWER PIPE
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PUC 1250 GAL. PRECAST S.T.
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design I (5.2)
P.U. Box 183 Aquebogue, New York 11931 JAN. 15, 2019 M
PHONE (631)298-L566 Fax (631) 298-1588 K. WOYCHUK LS REVISED 08-27-19
FILE f 18-152 SCALE:1"=30' DATE.JAN. 15, 2019 N.YS. LISC NO. 050882 m.fntdnfnj the records of Robert L Rmn=V&N=n0h IL WayebNc GROUND WATER ELEV 1.3
S.C.T.M. NO. DISTRICT: 1000 SECTION: 97 BLOCK: 7 LOT(S):3
#R 1,0-19-0104
DEC 0 7 2022
BUILDING DEPT
b
EUGENE'S ROAD
WOOD NYL —
BU H;
tz
MON. p
x T'llry I � �
x x x RE SO> w I "'I �-j
MAL MMD '
v
WWW AS VaWA1ED b / /x x x x x x x x 0.5'S DOD,� O O
Lu
.� Q' BY EN-CONSLILTAWS x x x x • I0.8'N
(g SEPT. 19,2018 /xxx xxxxx �Bf 6' LOT 32 D
x x x > R lY'gLCOC/fgOF 40• =C
f
xxxxxx x xxa XX)"
/4� 7 .O:i:S42
J o x x x x / 00• !!Ea:.: 4 BEDROOM
NYSDEC LOT COVERAGE ��°� /x SANITARY SYSTEM
a /oQ /x x�x x o'� 17MBFR Iy 1200 GAL S.T.
BASED ON UPLAND LOT AREA 18,728 S.F. `� /,x x#•x 'O // / (w (5) 8'0x3' DEEP .P.
DWELLING W/COVERED PORCH: 1780 S.F. /X x x x x x / _ `J o'2'S
SHED W/COVERED STORAGE. 141 S.F. -( x x x / —_ 1I�20, t11c" /
REAR DECK: 572 S.F. �x x x x x x x ( / �\
STONE WALK: 95 S.F. 'r° x x > ,/ZONE X 27' i LP /
TOTAL: 2588 S.F or 13.8% '>�.Xao. <\x x x x x x n 0.2% CHANCE �� �'1 / LP 12
:. ' / %.
<x xxv> ?f2..:... / 1I0
x x x 0 24. LP /: / MON. %
�o x > % ::::::::::i::i:
oocgr xx� LOT 31 ::L:;::`;:: : :::': cR4 ep
TOWN OF SOUTHOLD LOT COVERAGE
x' x " ` R` A c
O %.........:.:.r:
o �
> ZONE AE(EL 6)
x x x
BASED ON UPLAND LOT AREA 18,728 S.F.
WOOD x x
w � / O��. O :• %2:::'eF ti�:•: / 0= %.
DWELLING W/COVERED PORCH: 1780 S.F. =i„ PLATFORM / JS, 8j.
SHED W/COVERED STORAGE: 141 S.F. J `b q MON. x e
REAR DECK: 572 S.F. 41 �y/ lY X00/. >"%i :: : ...
STONE WALK: 95 S.F. 1p 6yo OpD O•,•••,/.;;•;,; ;,,,,,;;
RET, WALL Woo NYL OD" Ff/y0 / / M ::::i::..;:i ........4�•:::.
TOTAL: 2588 S.F or 13.8% tiV Fo o::: ZONE X
:'syr:::' :: ......:;......
/ `' ' og:.... `' •" I.G. 6 / Q/
DRAINAGE CALCULATIONS: �3, / / ��TANL�
LOT 30 `��'A�R _ GA
DWELLING W/COVERED PORCH: 1780 S.F. � SFRhc
1780 x 0.166= 296cf REQUIRED raI r
(2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED , 0 )
y
ri �? r�O>9' a /315 / �� 1'
x SUBJECT TO COVENANTS �C RESTRICTIONS UBER 7.
Zvi
�D�J�oQ� MON. P.
`� PAGE-.- ..
s� E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
NOCA77ONS SHOWN ARE FROM FIELD OBSERVAAONS j S(IPFOLK C011WY DEPARTMENT OF HEALTH SERVICES
r1 NO OR DATA OBTAINED FROM OTHERS. APPROVAL OF CONSTRUCTED FOR
AREA LANDWARD OF TIDAL WETLAND BOUNDARY: 18,728;S FEMA MAP#36103C0164H / A 9 OF C F- _UCTE i�ER4CE
TOTAL AREA: 19,477 SQ-FT. or 0.45 ACRES ' ('� ELEVAnON DATUM: NAVD88 Date NOV 2 2 2022 H,; kr,NO.` R-10 I 9-010q
UNAU771ORIZED AL7ERA770N OR ADDRION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF 7HE NEW YORK STATE EDUC477ON LAW. COPIES OF THIS SURVEY
MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARAN7EE5 INDICATED HEREON SHALL RUN �� y�g�jggl waterp�j¢��� j at X15 tEIOdD have I�CIy
ONLY TO THE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS177U770N
L1S7ED HEREON, AND 70 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARAN7EES ARE NOT TRANSFERABLE. bVectad BaftT cedW by IWG Dapars'tllent or other at EAd98 and bund to
THE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE S7RUC7URES ARE FOR A SPEORC PURPOSE AND USE 7HEREFORE THEY ARE be 83§sbekwy FORMU �
NOT IN7ENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE TH£EREC77ON OF FENDS, ADD177ONAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEAMNIS
_�4AND/OR SUBSURFACE S7RUC•7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHMCALLY EVIDENT ON 7HE PREMISES AT 7H£77ME OF SURVEY O 30 sU
SURVEY OF:LOT 31 CERTIFIED TO: MATTHEW R. ZASH; er, ,
MAP OF.MOOSE COVE COURTNEY KREMERS• Craig Knepp P=�. Chief
MAP OF.M. 30, 198E No.3230 Office Of Wastewater Management
FILEY
SITUATED AT:EAST CUTCHOGUE
TOWN OF. SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design FINAL SURVEY 08-22-21
P.O. Boz 159 Aquebogue, New York 11991 REVISED 10-14-19 15'BUFFER
FILE 8 18-152 SCALE: 1"--,30' DATE:JAN. 15, 2019 �[ < PHONE (091)298-11588 FAX(631):288-1688 REVISED 08-27-19
N.Y.S. LISO NO. 050882 m.fnwatog the reeozAo of 8obeet J.Henne,&saaam Y Ro�chat
A,
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UR 7'A
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4. FIHIAL - CON'."!,'RUCTION V,,UST
BE COMPLETE FOR C.O.
'STRUC—'!O,%' SKt,11 UEET THE
ALL CO',,l I
tREQUMEMENTS OF 1 HE CODES OF I".'r[W
YORK STATE. NOT RES;+ar:sleLE FOR
DESIGN OR CONSTRUCTION ERRORS.
C,(,-%,!PLN( WITH ALL CODES Ot
N'k7-W YORK STATE & TOWN CODES
AS, REQUIRED AND CONDITIONS OF
LL
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% SOUTHOLD TOWN TRUSTEES
IL
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7E 1111
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SCALE: 1/4" 1'-011 TRUSS IPLACARDIM7i REOLMIRED
PL Ult SE/-I'
7FICATIONONAD
CONTENT T BEFORE N Ei
'f'l'-_1CA7EOFOCCUpANC� F2
all
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0
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SUPPL I/ To 2
SYSTEM CA NA/0 T o
EXCEED 2110 (g OF 1 ch
L EA D.
PLUMBING
ca u
ALL PLUMBING WASTE
&WATER LINES NEED m U
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1�n 7--1
TESTING BEFORE COVERING cc �,
ELEMCAL M,'"EMON REQU,'Z"-D
uV
RETAIN STOR',,l WATU, RRUNOFF0
PURSUANT TO CHAPTER 236
OF THE TO
EXISTING EAST ELEVATION-
SCALE: 1/4" V-011
DRAWN:
SCALE:
JOB#:
8/11/2020
SHEET NUMBER:
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SCALE: 1/4" = V-0"
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DRAWN:
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SHEET NUMBER:
A- 3
0
w
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01 LI-e
DRAWN:
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d4c4 �+ at JOB#:
8/11/2020
Y �
SHEET NUMBER:
A-4
POST H
45>-5f1
DECI
,> , >, „ 2X4 ACQ
1 -0 10'-101h lo'-10lo'-10" 10 -10�/z 1 - PLATE UNDER 2X8 ACQ DJ @16-OC
--' DECK JOISTS
�-- --�--------------------------� �-------------------------�-- --�---------------------•----I �--------------------------�-- I (3)2X12 ACQ GIRDER
(3)2X12 ACQ GIRDER (3)2X12 ACQ GIRDER (3)-2�C�2 ACQ}6FR�1€R -(3)-2�XT2-AGQ GIRDER
1 I I -------------
I - 5/4X6 HORIZONTAL
>_____, i �' \i ' ' BOARD,S.S.FASTNERS <�
��,__�..-. .____-, 6X6 ACQ
12"dia.CONC.PIER POST
6X6 ACQ POST TO GIRDER \ O�
V I
2'X2'Xl'FTG,3' i RE OVE EXI II\�DECK)
BELOW GRADE(TYP) r \
0 1 Q° , 4 ACQ AT
1'-0 10 -101/2 10 -10 ;\, \ -\0 - p�/2 1 -C� cD
o PERIMETER(TYP)
I O
' •- I\(����\ N \\\I I C
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-
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•— ----------------------------- ------------______________- - ----__'--__-_-_--__--- __----- ------- ---''-I-===='--------94-
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17'-4>' 12 di 'CONC.PIER ' Q
I lit 6X6 ACQ PbST�'O GIRD i � _ _> >, , „ , \2'X2'XI"FTG.\3' ; 24"X24"X12"
1n 13 -0 -4 LEDGER BOA�iD TO BE FASTENDED BELOW GRADE�(TYP) FOOTING
Qo
TO BUILDING WITH'TIMBERLOK®_____________ 3'X2'AC S-------------_ ,O SELF-COUNtERSINKII�G SCREWS \ I '
BY OLYMPIC MANUFACTURING I ' PARTIAL DECK
c
--------- (2 SCRIJW$@ 32"b.C�\ �\
I --------------(2)-2XS--------------,
SECTION
I I i
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#5 REBAR SEPTIC
@12"OC
00 AND AT FTG. W O
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:o (TYPICAL) N
I I •. ✓K
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T (2)1-3/4X9-1/2M L GIRDER ; (�)1-3/4X9-1/2 ML GIRDEF,T
II •-------• •-------
1
------
1 I 8"X16"BLOCK PIER
p ; ; w 2'X2'-8"Xi'FTG.00
CN14
Q
I I w
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_ 0 V NEW HVAC DUCTWORK(INSULATED) o
O O TO BE DESIGNED AND INSTALLED BY
I I I `2 MECHANICAL ENGINEER/INSTALLER EXISTING CRAWL SPACE N Q o
O LL ON
LL
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— — — — — — — — — — — — — — — — — — " — — — — — — — , u u
1
_ _ _ _ I i 7.NEW FOUNDATION TO BE 8"THICK CONC. U
BUILD 2X4 PONY WALL ON ACQ PLATE OVER SLAB TO FLOOR JOISTS ► -----------------------; BLOCK TO MATCH EXISTING(ALT.POURED
CONCRETE).DAMPPROOF EXTERIOR PER CODE. cn
FOOTINGS TO BE 16"X8"w/(2)#5 REBAR.
8.INSTALL MIN.3'X2'ACCESS DOOR.LOCATION
B B AND SIZE TO BE CONFIRMED WITH OWNER
EXISTING GARAGE 1.REMOVE AND REPLACE EXISTING FLOOR AND RIGID PRIOR TO CONSTRUCTION.
INSULATION.
9.TIE NEW FOUNDATION INTO EXISTING WITH QI
2.NEW HVAC DUCTWORK(INSULATED)TO BE DESIGNED #5 REBAR AT 12"OC AND AT FOOTING.FOOTINGS
AND INSTALLED BY MECHANICAL ENGINEER/INSTALLER. TO BE MIN.3'BELOW GRADE AT EXTERIOR.
3.FILL 1N CONC.BLOCK WALL PENETRATIONS. 10.CRAWLSPACE SLAB TO BE MIN.2"THICK. r 1 U)
4.INSTAL 2"(R10)T&G DOW BOARD RIGID INSULATION 11.VERIFY WALL HEIGHTS IN FIELD.FINISHED FLOOR v
ALONG INSIDE PERIMETER AND BETWEEN JOISTS AT HEIGHT TO MATCH EXISTING.
RIM BOARD. �I
12.DECK LEDGER TO BE FLASHED AND SECURED TO I�
5.MECHANICAL CONTRACTOR TO PLAN VENTING AND SIDING.SEE DETAIL SHEETS FOR REQUIRED WIND-
CONDITIONING OF CRAWL SPACE. CODE CONNECTIONS.
13.INSTALL PERMITER APRON AROUND DECK. (SEE DETAIL).
VERIFY WITH OWNER LOCATION FOR ACCESS DOORS. -
s
DRAWN:
SCALE:
nE
' JOB#:
PROPOSED FOUNDATION PROJECT NORTH .: , 8/11/2020
SCALE: 1/4” = P-0"
� SHEET NUMBER:
A 5
WALL LEGEND
--------------------- r--------------1
L------------- WALL TO BE REMOVED O
-----------
EXISTING WALL
45'-511 -------------------- NEW WALL
-------------------- NOTE:
DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALI F_74
El❑ [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6=6"]
DIMENSIONS OF NEW WALLS ARE FROM STUDS
[EXT./INT.:2X4= 3-1/2",2X6=5-1/2"]
O
O _ H
171-411
O
DECK r,
131-0" 4'-411 (REPLACE EXISTING) M--i
C AWL SPACE ACCESS 1--1
EQ. EQ. 5-11'h" 41-1111 21-11" TBD(ACCESS PANEL)
CRAWL SPACE ACCESS
TBD(ACCESS PANEL) A%AVE
82 _ REPLACE EXISTING
OFWSLDI7 FWH611PALR- SLD17611 -' BAY WINDOW
EXHAUST NT LOCATION ACW3044-2 O
(2)1-3/4X9-1/21 ML HEADER TO BE VERIFIED BY OWNER FCMT5034 //FWD 611PALR �•I•�
APW2634
I
(2)2X HDR III (2)2X10 HDR (2)2X8 HDR
I I II I N
I ; I1 1 � ✓�
KATTEREDN III D
II 2X4 PLUMBING WALL
EXISTING BEDROOM No. 2
O BEHIND ISLAND EXIST. BATH LLKj
PROPIED ' ee I ALTERATIONS
-p1 V1
I II w
MASTER BE ROOM - I OIO ILI -I I w
O I IL 11 I I I II II
CATHEDRAL 1 EILING I n u l l u u W
ON
I u u l I1Q11G ® +
I I II II I I II II I c
REPLACE RING D DOOR c,
O I a nIl u n 1
____ _ w/POCKET OOR U
� V• I I II II I I II II I
1 II II I I II II I N
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---ILLI I II II 1
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1 / r--- ---]-�/--- II it II 11 1
Em
\I/ I I It II II 11 _
`Y _ I 1 � II It 11 II o �
I I m _ II II 11 II
'C1' I I x � It II II II 1
0
EXISTING LIVING ROOM �� ' ;j v
I I
aNc , , v CUT BACK EX.FIREPLACE II N
• ® RIDGE WALL REMOVE EXISTING CATHEDRAL CEILING(REMOVE EX.CJ) 11 ' co s~ o
12"41-THEARTH,REPLACETO11 1NSULATIt RRs w/R40 FOAO INSULATION " I EXISTING BEDROOM No- 1 ® m °J
— CODE(20"DEEP MIN.)II u 1 n I IN AOLL TQ ILEO o tco
MINIMUM R40 _ I v
II 11 II II -N ;J ( •�
„ PROPOSED �, �� �� �� �� \ - '"' HALF `� �°
U-1 d- Q , II l.1 II 1.1 II 1.1 II l.1
MASTER BATH r„ 110 II o II o 0 00 g BATH JIB-21411 'CS w + .�
r N
11- 11 II 11 'I 'I F-+ Q1
II :: II J II : II : I �- a t� v � y
O
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a N 1 n nOp u0p a Op uOp
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II W v II Lu`-' II W.�.. II Lu v I , r� ,--4 Ili
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O ON DEMAND 11 _N 1 3— B + Q)
CATHEDRAL CEILING: 00 , E
O HOT WATER W D � NICHE ROD TIES PER DESIGN BY: n 00 ' N ; Em
� W
T )AQIA CONDON ENGINE ING,5/06/jC 1' M i C
IN LEr � (2)2X16 I H (2 2X8 HDR (2)2X8 HDR
- (3)1-3/4X9-1/2 ML FLUSH BEAM '
ELECTRIC RE-FRAME WALLS '�— AP 3044--3 I I I w 3'-0" w III _ ACW3044 ACW3044
PANEL 17 � REPLACE EX.DOOR d���
/ASO�IQUIRED FOR =N O
zo \ nl STYLE/TYPE PER OWNER 11I 1
FOUNDATION v `�1 ,
`� K(VIF) N EXISTING PORCH N `� EQ EQ V
tti1 ALTERED O
2 2X8 GIRDER v.I�"' EXTERIOR TRIM TO BE CLEAR CEDAR U)
Ln
6X6 POST ��q} --(1-__ _-_-- -
111-4" 911 5�_7" ANCHOR TO
EX.MASONRY STAIR RAILING PER CODE_-- ENTRY DOOR EXT.TRIM TO BE �►
REPLACE EX. STOOP(TYP)
-------------------- 5/4X6w/5/X20NEDGE.
N
OH DOOR cV ----------------------- ALL OTHER EXT.OPENINGS(AS
�--► p8,-Q„ SHOWN)TO BE 5/4X3
EXISTING GARAGE -
NON-VEHICLE STORAGE o 00 7.EXISTING FRAMING AT GARAGE TO BE REMOVED, �I
¢ 5/8"TYPE-X FIRE RATED w REMOVE WALLS,ROOFING,etc.RE-FRAME WALLS
O SHEETROCK PER CODE Lu 1.NEW FLOOR REGISTERS FOR HVAC TO BE INSTALLED. w/2X4 DF#2 STAUDS @16"OC.PLATE HEIGHT TO x
J _ HOUSE AND ADDITION(9'-81/2"+/-).
N 2.AIR RETURN/HANDLER,DUCTS AND VENTS TO BEF I
L °J INSTALLED. 8.EXTERIOR SHEATHING TO BE 5/8"CDX(TYP).
x NEW SIDING TO BE BOARD&BATTON AT GARAGE
INSTALL 1"STEEL ROD (a48"OC(AS APPROVED BY ENGINEERL,
�j M 3.NEW WALLS TO BE INSULATED. AND MASTER BEDROOM ADDITION.
C �D 4.NEW DRYWALL TO BE 5/8"THICK. 9.ALL EXTERIOR OPENINGS TO HAVE CEDAR TRIM.
5,PER OWNER;REFER TO SUPPLEMENTAL"SCHEDULE A"FOR 10.ADDITION TO TIE INTO HOUSE.REMOVE SIDING
FINAL SCHEDULES AND SPECIFICATIONS ON FACADE DETAIL, AND UNDERLAYMENT AS REQUIRED.EXISTING . 44 ,x.
RE-FRAME WALLS m TRIM,WINDOWS,DOORS,FIXTURES AND FINISHES.
SHEATHING TO BE REMOVED AT INTERSECTION.
— — EXTERIOR OPENINGS,AT INTERSECTION,TO BE $ `
— — 6.REMOVE EXISTING SIDING AND UNDERLAYMENT.PATCH REMOVED AND PATCH OPENINGS AS REQUIRED. ,, t 4Ir DRAWN:
AND REPAIR WALLS AND OPENINGS AS REQUIRES.RE-SIDE ±
221-OI' HOUSE WITH FELT PAPER UNDERLAYMENT.NEW SIDING 11.SHEETROCK GARAGE WITH 5/8"TYPE-X FIRE RATED �"'`:" ", SCALE:
TO BE 18"R&Rs.PRESTAINED WITH BLEACHING OIL. SHEETROCK.SHEETROCK BEDROOM w/MIN.5/8" �' ' ' JOB#:
DRYWALL,BATH w/MOISTUIRE RESISTANT SHEETROCK. yyq }
8/11/2020
Q SHEET NUMBER:
\w
x'223 ./.a°
PROPOSED FLOOR PLAN S N PROJECT NORTH
SCALE: 1/4" = 1'-0" E A-6
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I � r - -- -------------- �- - _a 11 111 III 1. REMOVE EXISTING ROOF SHINGLES AND UNDERLAYMENT.
------------- -____-------- - -----__-------------►-------_-- n 2 -- ----------a�
PATCH AND REPAIR EXISTING ROOF SHEATHING AS REQ.
I w + 11
_______________________ p 2.TIE IN NEW ROOF WITH EXISTING.NEW SHEATHING TO
a 1 ii BE 5/8"CDS SHEATHING.RAFTERS TO BE STRAPPED PER
CODE AT WALL PLATE AND AT RIDGE.INSTALL 2X4 min.
SOLAR PANELS 1 COLLAR TIES @48-OC.
' INSTALLED
BY OTHER X 1 3.2X4 HANGERS AT GARAGE TO BE FASTENED TO EACH
12 ` RAFTER(SEE SECTION B-B).
5� w 4.ADJUST SOFFIT OVERHANG AS REQUIRED FOR SOFFIT � U
HEIGHT TO MATCH EXISTING HOUSE.
I 1
I r
i 5.REPLACE EXISTING FASCIA AND RAKE BOARDS WITH 1X
I 1
CLEAR CEDAR.
I 1
I
' 1 6.INSTALL NEW ROOF SHINGES AS SELECTED BY OWNER.
1 INSTALL SHINGES OVER 30#FELT UNDERLAYMENT.
INSTALL ICE AND WATER BARRIER ALONG PERIMETER, ;
I VALUES AND AT ROOF SIDE WITH SOLAR PANELS TO _ --
BE INSTALLED. H.,..
" +i 7.SOLAR PANELS TO BE INSTALLED BY OTHERS.GC TO
� , .
COORDINATE REQUIRED PREP WITH SOLAR COMPANY.
8.INSTALL GUTTER,LEADERS AND DRYWELLS PER CODE. . '' i �,� DRAWN:
�$ �! SCALE:
JOB#:
WAq 8/11/2020
PROPOSED ROOF PLAN S N PROJECT NORTH SHEET NUMBER:
SCALE: 1/4" = 1'-0" E A- 7
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THAN 4 FEET tax ew ussc
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PANELSPAN GRLATLR THAN 4 hLLT
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AND EQUAL OR SMALLER meer __o__1 r« 2X6 ACQ SILL PLATE
THAN 6FEET w'"s TERMITE SHIELD
SILL SEAL 3/4"SUB FLOOR OVER
TYPICAL MULTIPLE OPENINGS „"�"NOORMn" TOC
PANEL SPAN GREATER THAN 6 FEET eH®""'rlawrn 2X8 DF#2 FJ @16"OC
AND EQUAL OR SMALLER 'e'f'hsm xn wtm zs.«
THAN 8 FEET _
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I^ (2)1-3/4X9-1/2 ML GIRDER
AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING X
Lu
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" = 8"CONK.WALL
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TOSX16 EXT. 8X16 BLK.PIER SX16 BLK.PIER
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROW DED.(REFER TO SECTION 1609.1.4,16D9.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL f-'
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. CQC 2"CONC.SLAB
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. G
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
a a o o a e
,71
0 32"X24"Xi2" 32"X24"X12"
CONC.FTG CONC.FTG rte, W O
REScheck Software Version 4.6.5 _ _ _ _ a - N >
16"X8"CONC.FTG.
UIN( Compliance Certificate (2)#5REBAR Q W
SECTION A-A W
Project SCALE. 1/4 V-0"
W �D
Energy Code: 20151ECCC
OOM
Location: Cutchogue,New York �f1 CD w
Construction Type: Single-family 2X8 RR U
Project Type: Addition @1 "OC
Climate Zone: 4 (5572 HDD) �r mak, ti 5f51ER IJLWj)$'A'x Q.9 I•-•�
Permit Date: te , -..� U
Permit Number: �- w v L11LTOEXI%0SRAFTER
Construction Site: Owner/Agent: Designer/Contractor: ✓r t
EANDMark Schwartz,Architect
400 B1��$1'0=11)STEEL POD C.J}'Q� �
400 EEBEBE DRIVEVE P.O.Box 933 r•r'f -
CUTCHOGUE,NY Cutchogue,NY 11935 _�
631-734-4185
mksarchitect@optonline.net •'
LAUNDRY
2X4 STUD WALL
MECHANICAL
., (TYPICAL) T" �
0
• Compliance: 1.2%Better Than Code Maximum UA: 82 Your UA: 81 MaximumSHGC: 0.40 YourSHGC:0.23 EXISTING ROOM TYPICAL C: LL1 R TIE ROD SECTIC)N ,4 °' B
The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-o"rules.
1
It DOES NOT pmwde an est,mate of energy use or cost relative to a minimum-code home _ Cl)� O
SCALE: 114'=1'-0' 0N
Envelope Assemblies 0 to
. , ~Q2X4PO`Y
I
3/4"SUBFLQQ WALL
Floor 1:All-Wood joist/7russ:Over Unconditioned Space 375 21.0 0.0 0.044 17 2X8 FJ @16"OC
Ceiling 1:Cathedral Ceiling s3 49.0 0.0 0.022 2 1/2"CEMENT SISTER NEW(3)1 V4'X 5.5" p v 000 � \
Ceiling 2:Flat Ceiling or Scissor Truss 292 49.0 0.0 0.026 8 R10 F AM BD BOARD P L%70 Ex.2X6 w7ER^`'\ � IT v
• a. a 4. a e. O ii �.
Wall 1:Wood Frame,16"o.c. 502 15.0 0.0 0.077 32 IN�STIEEL ,5 X � ED
EXISTING EX.SLAB
Window 1:Wood Frame:Double Pane with Low-E 28 0.250 7 2X6 ACQ SISTER NE1Y(3)1314"X 5,5" �,4'� (4J 1j7'ff 80L�—�• ��� PLATE � � ^'x
Door
1:Glass
PLATE LVL TO D L2M RAIFTER ! � � � 1 s16. ''���, 5
Door 1:Glass 55 0.280 15 ` Z ''� �1 U
SHGC:0.23 —�f � Cn
Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other _— y `-�1,> --�- 1� J/ N OJ + v
calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in r PARTIAL SECTION {•F 0 G1J
REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. •+'J MIN.
SCALE: 1/4" = 1'-0" 19"A36ME ��"0 80110 MEL ROD®4r-0r O.G. �
Name-Title Signature Date r•• y'' �-�
TYPICAL COLLAR TIE ROD CONNECTION DETAIL
W
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0
Project Title: Report date: 08/06/20
Data filename:DAREScheck\KREMERS AND ZASH.rck Page 1 of 1 Xl
RIDGE
#2�R @,6 OG 12 H
2X8OF �5 � �✓
1"STEEL ROD @48"OC AS DESIGNED BY ENGINEERi
® V
5/8"TYPE-X FIRE RATED �
w SHEETROCK ON WALLS
AND ROOF PER CODE 1�I
r.l
REFRAME WALLS
C na
AND REMOVE EX.
ROOF(NEW ROOF)
I
SLOPF U4"PER FOOT PITCH TO DRAIN - - '
/ r
PLUMBING SCHEMATIC""
SCALE: NOT TO SCALE 2X6 ACQ SILL PLATE V
TERMITE SHIELD DRAWI�I:
SILL SEAL ` rrr'
SCALE:
EXISTING SLAB TO REMAIN '' I T� OB#
8/11/2020
NUM
EXISTING BLOCK
� ¢'�� � SHEET NUMBER:
FOUNDATION
1
x'923
r
t3 NA- 8
SECTION B-B
�'
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
M--1
KING STUDS
RAFTER WALL STUD
ENDWALL I Z:
CRIPPLE STUD
o
BOTTOM PLATE
RIDGE LEDGER BATH TUB
HEADER
DOUBLE JOIST O
SIDEWALL
JACK STUDS RAFTER
F0000l
FLOOR USP NUMBER DESCRIPTION APPLICATION ► 1
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZL USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL NTH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 -1/4"x24" 20ga. STRAP APPLY OBER RIDGE TO EACH RAF 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN F7� Q
VENTILATION WOOD JOIST 5
SIDEWALL FLASHING
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
STARRING TO BE ATTACHED TO WALL STUDS 048"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA V1 W
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER [Y,
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER W
INSTALL 4'0" O.C. �.' SHALL BE COVERED NTH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD v
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. O 0
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL
AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE O U
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL U
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL
�•�� ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING CD
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
e••I
WOOD JOISTe mN 0
M4
M
TOP PLATEV
GIRDER/HEADER 0 470m O +'
SIDE WALL FLASHING ; U
1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST X O
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD P-4tSS (p� u
AND RAKES -- PROVIDE HEMMED EDGES SO
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS ,�
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION y � �'. \
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITHN'•'
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. O +Q
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO
RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS
INSTALL 4'0" O.C. / t� V
8" - 16" MSTA48 1-1/4"08" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE lam.
TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
/ 9 PLATE/WALL SPTH4 STUD PLATE ANCHOR
PLATES TO EACH OF ROOF N
ON ALL OPENINGS 117 U m a
ON �.. C!T
N N v
DBL. SILL PLATE I O (Sa
TERMITE SHIELD v SUBFLOOR
SILL GASKET j WOOD JOISTS -c�
NEOPRENE i
TYP. CONC. FOUNDATION GONG. SLAB 4 GASKET ' 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR 6 MIL. POLY • V3
6MIL POLY ON EXTERIOR �' GRANULAR FILL BOLTED STEEL BEAM WITH
• '
1's � ,`4 ' I 1/2 " DIA.A. BOLTS ® 48" o.c. STAG.
V STEEL COLUMN (n
A \
• D I • d ROOF JACK STEEL BEAM W
v GONG. SLAB
AN;HOR BOLT EMBEDMENT: H
POJRED CONCRETE: 7"
• � COMPACT FILL p 4" x 1/4" x 8" STEEL U V
V i Ii BLOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE O
'� � •> 4
KEYWAY FOOTING o V ^ ' • C • 1 ' w FLASHING AT NTH 1/2" x 6" ANCHOR BOLT
° �'a Z. '� CONC. FTG. —1► p' SIDES AND TOP
O L O ANCHOR BOLT CONNECTION USE(U PH LB S58 OR 8 583)3x3 SQUARE ERS 1/2" GROUT (f�
• 3" STEEL COLUMN
p REINFORCING ANCHOR BOLT CONNECTION BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 10 KIPS °U
DRAIN TILE p • SUPPORTING MAXIMUM SPACING FLASHING LAPS ( )
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM Lel
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC E•"I
TYPICAL BEAM DETAIL � N.I
TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC Q1
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION
SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL r
—SUBFLOOR
CONC. SLAB I DOOR FRAME ...W
6X6 10/10 GARAGE ---
O_JOIST
COMPACT FILL
' DOOR
USE 2X8 STEEL BEAM
I FOR BLOCKOUT �
4" SLAB
P.T. PLATE / W/ 6X6 WMM \I SLOPE
/� _ 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT
' 1/2" AIR SVACE < 1 ° (WITH A NAILING PLATE IF NEEDED)
LAT END AND .I• ." 7 1 `�-" ' ' a •• •• _• TO BE APROX. 1/2" OR HIGHER THAN
• A i�""a""J""W":+"_' ,tT� ES OF WOOD ,D ' • STEEL BEAM TO ALLOW FOR SHRINKAGE
RADE Q Q a • c a r.� '�� BEAMS ° ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) -
12" 6X6 W.W.M. i --T- Q +- �I- - ° =oil
• C a• a •°p••p `"
I-1
MIN. ° s'D D w p ���NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • ° I r Ey "ayn
•I A t ° REINFORCING BAR : NOTCH EQUALS 1/4 DEPTH � BEAM °O s e°-� °° ��_�� al'►"` ,,.,
.C s REINFORCING BAR �. - G C"• ° ' T
DRAIN TILE 1t-� •° " SHEET METAL / 30# FELT U<`DER BEAM AT POINT • 11'n �.��.° - e' � FLS AM Ij•r_� � DRAWN-
12" ✓: �• OF CONTACT WITH CONCRETE OR GONG. BLOCK -� LA r B g � SCALE:
3,. 14
y,
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE NTH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " °" SHIMS TO LEVEL BEAM JOB#:
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. Y f!
8/11/2020" rr{�� °�
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �, r �, i
! SHEET NUMBER:
BEAM POCKET I /
-9
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS o
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECDMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
4 MAX.
4"MAX. ((W
4"DIA.MAXIMUM �•�- l `
4"DIA.MAXIMUM I '
POST
GIRDER/HEADER
o _IJ
p s
`D POST/COLUMN ° 7
I Z CONCRETE FOOTING ««• ",�" «,
:o
H
DECK POST FTG,CONNECTION
DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION
POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING
STAIR RAILING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING
USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS
1-1/2"SPACE
MINIMUM
HANDRAILS
GIRDER
POST
GIRDEF:/HEADER °
°
•' N �
BALUSTERS RIM/DECK JOIST C POSTCOLUMN ••;
CONCRETE PIER �a•"` �j
� •; Q W
OPEN BALUSTER ATTACHED TO WALL a V 1
HANDRAIL CONNECTION W
W w �
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST"CONNECTION O C)
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"INLOCATION USP NUMBER DESCRIPTION APPLICATION U
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER [�
PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDERMEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER U
FLASHING TUCKED UNDER
TOP PIECE OF SIDING AND
LAPPED OVER FIRST CONTIN.
GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL
2-1/2"DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON
CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL(ORGANICS REMOVED)
LEVEL BASE CD
FIT CONSTRUCTION TUBE AND PLUMB er-( ++
STAIR TREAD POST/COLUMN °c BRACE TUBE M � c O
RIM BOARD ° 'I',\ FILL AS PER MANUFACTURES'INSTRUCTIONS u
STRINGER FLOOR FRAMING 2x JOISTS III= III= _ _ — _ =III=111= m p
-111= - - - - - -
III=III=III=III_III=111=III=III_III=11 O � `...° p„
BLOCKING FOR JOIST HANGER �' w � ch
POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS p t0 N
ob
LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. C n a P4 9r ,
4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN • DISTURBED/POOR SOIL Q IT
6x6 SOLID COLUMN PBS66/PBSE66 J KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR rd ^� n
STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL
DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HANDL['1 U N �" 4-1
LAY PLASTIC BASE ON COMPACTED GRAVEL CO - U)
LEVEL BASE (Z00
p
FIT CONSTRUCTION TUBE AND PLUMB C4 N N
BRACE TUBE 0
FILL AS PER MANUFACTURES'INSTRUCTIONS 4 f L]
III-III=III=III=III-111=111=III III-11
STRINGER
@16-OC
)THRU- WOOD JOIST JOIST
BOLTS
a ' CONC.PIER FOOTING
PeaaPOSr ~
ANCHOR a' BIGFOOT SYSTEMS FOOTING FORM
nER 16"TREAD
o° ° GIRDER/HEADER
IN ACCORDANCE WITH SECTION 104.11 Of N.Y.S.RESIDENTIAL CODE THIS DESIGN
' Y COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS �I
cONc."B «>c WOOD JOIST GIRDER(HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT �I
(AS REQ.)
PRESCRIBED IN THE CODE. _�rhJf
DECK PIER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT N
3'-0" CONC. e• PER PLAN ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT
v`q; riER v;iq;: FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN.
9.¢ �4 ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
SPLICED JOISTS OVER HEADER/GIRDER
,•v -a.v• THE PROPER STEEL CONNECTOR.
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION
TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 ITYIDOWN ANCHOR CONNECT TO EACH JOIST
U V
Cn
HANDRAIL NOTES: DECK& PORCH NOTES: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE
All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. GROUNE WIND SEISMIC FROST WINTER ICESHIELDNAIL NAIL
or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS FLOOD JOINT DESCRIPTION QTY SPACING NOTES
REQUIRED JOIST TO:
1).Type I.Handrails with circular cross section shall have an 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts LOAD (MPH) CATEGOR° DEPTH TEMP. SILL,TOP PLATE OR GIRDER 4-8d COMMO PER TOE
JOIST NAIL
than 2 inches.If the handrail is not circular it shall have a
outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored MODERATE SLIGHT TO
g 20 PSF 130 B SEVERE 3 FT. it NONE 2-8d COMMO
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. TO HEAVY MODERATE BRIDGING EACH TOE
perimeter dimension of at least 4 inches and not greater TO JOIST END NAIL
than 6-1/4 inches with a maximum cross section of 3).Posts supporting girders shall be anchored to a 12N12NI2"thick concrete footing. BLOCKING EACH TOE
dimension of 2-1/4 inches. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall CODE' 2020 IRC,2020 NYS UNIFORM FIRE AND BUILDING CODE TO JOIST 2-8d GOMMO END NAIL
be 4 ft.below grade. BLOCKING TO: EACH TOE
3-16d COMMO "
2).Type It.Handrails with a perimeter greater than 6-1/44).Deck joists to have blocking at 8'0 o.c.. SILL OR TOP PLATE BLOCK NAIL s
inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE is
3-16d COMMO
sides of the profile.The finger recess shall begin with a 5).A minimum of 10 inch fla5hing shall be installed between the building and ledger. TO BEAM JOIST NAIL � •"'° y
distance of 3/4 inch measured vertical) from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts g SOIL COMPACTION: (1 Je D�
y g g JOIST ON LEDGER PER TOE
portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# TO BEAM 3-Sd COMMO JOIST NAIL ,ua4 y) +J{ p SCALE:
inch within 7/8 inch below the widest portion of the CAPACITY
profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST 3-16d COMMO PER ENO w' t JOB#:
inch to a level that Is not less than 1-3/4 inches below the 2).NEW FILITO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL TO JOIST JOIST NAIL } .) (�; 111' V 8/11/2020
CONDITIONS PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED. J
tallest onion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER SHEET NUMBER:
P P to girder(s). SILL OR TOP PLATE 2'16d COMMO FOOT TOE NAIL
handrail above the recess shall be 1-1/4 inches to a g 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 { •�`.�T
maximum of 2-3/4 inches.Edges shall have a minimum 8)•Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE Y y I
radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION.
� �� •{,�
A- 10
E-(
NAILING SCHEDULE
WIND FRAMING NOTES PLAN CONTENTS:
GENERAL NOTES W
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. 14AIL NAIL
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION D-n SPACING NOTES BUILDING USE RESIDENTIAL DWELLING
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO T WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
CONSTRUCTION NOTES: TOE-NAIL
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE 86
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST
g Y P g g P P FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PERTABLE 3,7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5
construction details and procedures to ensure a professionally finished,structural) the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 ►-j
P P Y Y P g g g UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH 1,/180 ff----11
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PERTABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) O
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
) p g ATTICS WITH FIXED STAIRS ~�
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PERTABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360
These codes are to be considered as art of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PIASTER,STUCCO) U360 C�
P P g FIRE ESCAPES 40 CEILINGS(GYPSUM)
~�
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-WCOMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS(6"THICK) 85 ) L/240
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 /r�
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360 ► 1
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 F"�1
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF(GROUND SNOW LOAD) 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
P P P P g P2-'6d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT4-'6d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
Sym.:NAIL O.C.attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD FIRE PROTECTION S y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. �1
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 161 COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-'6d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 Q Z
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: � W
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-'6d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING W
P GROUND WIND SEISMIC FROST WINTER iCESH1ELD FLOOD rTl
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED � O Q
2).All footings to rest on undisturbed(virgin)soil.
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES O
SPACING
2.4.4.2 and 2.2.4 respectively. QTY. 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO17 NONE - U
3).Provide 1/2"expansion joint material between concrete slabs and abutting TO HEAVY MODERATE
p 1 g JOIST TO: 4-8d COMMON PER TOE (�
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: U
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation.
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE
o Unless otherwise noted,all slabs on rade to be 3000 h r Concrete to be 2-Sd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O. . 8d COMMON 6"O.C. SEE NOTES:1,3
g P• TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire meth reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY:
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS)
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C- SEE NOTES:1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM
3-16d COMMO JOIST NAIL O
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES r-4PER TOE
DECK AND COVERED PORCH NOTES: 3-SdCOMMO N v
JOIST ON LEDGER
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL to s ;� O
N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, co
ON m Oj N
PP g P BAND JOIST PER END rn
the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON g P P g g g TO JOIST JOIST NAIL X
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, O � e-•Is~ .�
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. PCS m O
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMONt I \,O '
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 `-i X O
FRAMING NOTES g 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. p; CO to
into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. Z ^�
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL CZ v \
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails acin assumes sheathing t O
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. p g g o rafter/truss framing members with G>0.49.For 04 t-i
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. O ,
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: m U)
Douglas Fir- r <\ �
4).Deck joists to have blocking at 8'0 0.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE O O
SHEATHING LOCATION NOTES U
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Cn „y
otherwise. JOINT DESCRIPTION d' `. M
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) 00 v v
4'EDGE ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C.
where needed. NOTE:2 FOR PANEL FIELD s
4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug. GYPSUM 7" O.C.EDGE W
O g Sd COOLEFS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of allWALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O- . 8d COMMON @ 12"O.C. SEE NOTE:3
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. P_4
openings.Bearin wall window sills shall also have 2 window sill plates for 2x4 wall WALL SHEATHING:
g ( ) P 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire NAIL NAIL
and blocking where applicable. to girder(s). JOINT DESCRIPTION Q•n, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 W
EIIIIIIIIIII4
5).All flush beams headers to be installed with heavy duty galvanized hangers and Sd COMMON1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall U
F-+
PP g1 PLUMBING NOTES PANELS WFCM-SBC be used. Qi
anchors where applicable to all connecting oasts.
7/16"OSB 3"O.C.EDGE U
PLYWOOD
6d COMMON (�
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with O
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. rT, 0
on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD w C/)
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. QI
other access openings unless otherwise noted(typical). ►�
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL N
8).Dormers runningu roof rafters are to be supported y provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION
p pported b double rafters on either side P q g P P Y QTY- SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. ---��� 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRiPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. E"t
PP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR' 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1"OR LESS sd coMMo ,2"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR)I ,
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF
under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off aft concealed draft openings(both vertical and horizontal)
10.Provide insulation baffles at eave vents between rafters.Install draft blocking requirements. NOTE: and to form an effective flre barrier between stories,and between a top story and the roof space. r 1
g as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. V
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor x
equipment supplier. levels.Concealed horizontal furred spaces shall also be ffreblocked at intervals not exceeding 10
11)-Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed V 1
CDX exterior sheathingI PI 1).Nailing requirements are based cn wall sheathing
grade plywood.ood. ywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edusinge.If wall sheathing SOIL COMPACTION: g parallel rows of studs or staggered erect studs.
Contractor and owner for final review and approval. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR Z.At all interconnections between concealed vertical and horizontals aces such as occur at soffits, /r
pp is nailed 3"on-center at the panel edge to obtain higher ) P
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
ELECTRICAL
e connectors,
over subfloor as per manufacture's instructions. members shall be doubled,Or alternattors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
such as shear plates,Shall be Used t0 maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND A5rM D 1557).COMPACT THE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. f
members,the tabulated number of nails shall be permitted
to have regular 1/2"sheetrock.All walls to be taped and finished. P 3),DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y,S,:_Residential a
3).All electrical work to comply with 2014 NEC. to be reduced tol-l6d nail per foo,. INCLUDING SUBFLOOR,IS COMPLETE. �� ";
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or }t
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
ti
torch down type materia(over. and R315 of IRC. �s* ,A DRAWN:
n .' SCALE:
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G ?, �$
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
OR APPROVED EQUAL INSTALL WITH CAP irL.,r' M t JOB#:
AND BASES.USE WITH FLASHING CAPS TO
ICOVER TOP 8/11/2020
Pk SHEET NUMBER:
NIS
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A- 1 1