HomeMy WebLinkAbout38770-Z Town of Southold Annex
SytffOL,f�;�a� 9/29/2014
P.O.Box 1179
54375 Main Road
v Southold,New York 11971
Kms.
CERTIFICATE OF OCCUPANCY
No: 37176 Date: 9/29/2014
THIS CERTIFIES that the building ACCESSORY
Location of Property: 7070 Indian Neck Ln, Peconic,
SCTM#: 473889 Sec/Block/Lot: 86.-7-6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
3/27/2014 pursuant to which Building Permit No. 38770 dated 4/7/2014
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:
25'X 30'accessory garage as applied for.
The certificate is issued to Cukor,Gregory
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38770 09-10-2014
PLUMBERS CERTIFICATION DATED
Au o ' ed Sature
,x TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
,1#c
S SOUTHOLD, NY
1 iV
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#: 38770 Date: 4/7/2014
Permission is hereby granted to:
Cukor, Gregory
5913 Meadowood Rd
Baltimore, MD 212122436
To: construct a 25' X 30' accessory garage as applied for
At premises located at:
7070 Indian Neck Ln, Peconic
SCTM # 473889
Sec/Block/Lot# 86.-7-6
Pursuant to application dated 3/27/2014 and approved by the Building Inspector.
To expire on 10/7/2015.
Fees:
ACCESSORY $400.00
CO -ACCESSORY BUILDING $50.00
Total: $450.00
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:
I. 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. �e�� k� 2c� ►�(
New Construction: V/ Old or Pre-existing Building: (check one
Location of Property: Tp �_
House No. Street Hamlet
Owner or Owners of Property: (' r u U r
Suffolk County Tax Map No 1000, Section Block Lot 70
Subdivision Filed Map. Lot:
Permit No. 2)F1-? D Date of Perm it. Applicant: ��hr &-�Y1, 13U-tkA
Health Dept. Approval: �� Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: v (check one)
Fee Submitted: $
Applicant Signature
�*,JF So`� I.
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O. Box 1179 e roper.riche rt(aD-town.southoId.ny.us
Southold,NY 11971-0959
C4UN N,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Gregory Cukor
Address: 7070 Indian Neck Ln City: Peconic St: NY Zip: 11958
Building Permit#: 38770 Section: 86 Block: 7 Lot: 6
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G&S Electric License No: 578-e
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 30a A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks
Disconnect Switches F2 Twist Lock Exit Fixtures TVSS
Other Equipment:
Notes:
Inspector Signature: Date: Sept 10 2014
81-Cert Electrical Compliance Form.xis
i
��Of SOUT,yo
38 7
TO N OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
C�
DATE INSPECTOR
��
7
TOWN OF SOUTHOLD BUILDING DEPT.
76S-1802
INSPECTION
I FOUNDATION I ST ROUGH PLUMBING
FOUNDATION 2ND INSULATION
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
S�
DATE - 71;?elo� INSPECTOR
O��OF SOUryo
7
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
�o��OF SOUjy��
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE 11,5INSPECTOffiloai--------
num INSPE N MMT DATE COIVImms
(J •
FOUNDATION(1ST)
FOUNDATION ND �t�
rn
ROUGH FSG& n
PLUMBING --
WULATION PER N.Y. H
STATE ENERGY CODE
mom
i
FINAL
I
ODMONAL C+bMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. 3L77o Check
Septic Form
N.Y.S.D.E.C.
Trustees
-- Flood Permit
Examined / 20 / I i Storm-Water Assessment Form
ntact:
i
t
Approved 20 i 'i MAR 2 7 2014 Mail to:
Disapproved a/c
Phone: 7"7V% ao:
rJ
Expiration /0/7120
Bui ding Inspector
APPLICATION FOR BUILDING PERMIT
Date , 20J4—
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 bildings,additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
kA
(Signa of applicant or name,if a corporation)
M1�' C� ,hc ,ce,aY_1T
(Mailing'address of app ant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
AJLCk&�.
Name of owner of premises ry-CL ko
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer))
Builders License No.� QFU/1,
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
70710 W, OA,N e&
House Number Street Hamlet
County Tax Map No. 1000 Section w Block O- Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and inte ded u e and occupancy of proposed construction:
a. Existing use and occupancy re sn'�'.r l/1 6
b. Intended use and occupancasr, tb &tm'o'
3. Nature of work(check which applicable):New Building Y Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost [ o of IDC) Fee (Description)
(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 tg2 0
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A
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
I I �
8. Dimensions of entire new construction: Front 025 Rear c25 Depth O
Height 12,11 Number of Stories
// D YLQ/
9. Size of lot: Front 1UJ50 Rear �oc.l�� 1 Depth
10. Date of Purchase Name of Former Owner P�
11. Zone or use district in which premises are situated Q—90
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO V�
13. Will lot be re-graded?YES NO /Will excess fill be removed from premises?YES NO
14.Names of Owner of premises Ca kor _Address 6/lfi I tot M D Phone No. 4(0 3`tV -1&`'1"
Name of Architect ° ' era Address Phone No `3q
Name of Contractor heriDjjj Address U Phone No. -76S (EU
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. PERMIT$MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES V 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)
g-
COUNTY
}� /�C OFS 1
1 ayA� C, awme� being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me thi
a day of Wk&6201
Notary Public ^PATRICIA RICWDS Signature of Applicant
NOTARYi1t18LIC,STATE OF NEW YORK
NO.01 R10042467
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES MAY 3o,2D�(
John M.Bredemeyer I11, President �*�� S�(/�iyD Town Hall Annex
Michael J. Domino,Vice-President ,`O l0 54375 Main Road
P.O. Box 1179
James F. King,Trustee Southold, New York 11971-0959
Dave Bergen,Trustee G
Telephone(631) 765-1892
Charles J. Sanders,Trustee Ol�COUNTY Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 1013C Date: July 21,2014
THIS CERTIFIES that the demolition of existing dwelling and abandonment of existing sanitary
'system;construction of new two-story dwelling(±1 760sq ft footprint):new sanitary system installed landward of
dwelling;gutters to leaders to dr}wells;pervious driveway; 128.6' long retaining wall with batter Riles located f12'
landward of existing bulkhead with 12'-15'return on east side of roperty 200 cy.of backfill behind retaining wall
and re-vegetation:non-turf buffer on the bank between the bulkhead and retaining wall,•repairs to existing 36"wide
timber stairs from top of bank'to retaining wall connected to a 36"wide walkway to the top of the retaining wall to a
36"wide wood stair to the bottom of the retaining wall connecting to a 36"wide walkway to the existing,stairs to
beach off bulkhead
At 7070 Indian Neck Lane, Peconic,New York
Suffolk County Tax Map# 86-7-6
Conforms to the application for a Trustees Permit heretofore filed in this office
Dated August 22, 2013 pursuant to which Trustees Wetland Permit#8293 Dated
September 18, 2013,was issued-and conforms to all of the requirements and conditions of
the applicable provisions of law. The project for which this certificate is being issued is
for the demolition of existing dwelling and abandonment of existing sanitary system;construction.of new two-
story dwelling(f1.760sg.ft.footprint);new sanitary system installed landward of dwelling:butters to leaders to
drywells;pervious driveway 128.6' long retaining wall with batter piles located f 12' landward of existing bulkhead
with 12'-15' return on east side of property;200 cy.of backfill behind retaining wall and re-vegetation;non-turf
buffer on the bank between the bulkhead and retainingwall;all• repairs to existing 36"wide timber stairs from top of
bank to retaining wall connected to a 36"wide walkway to the top of the retaining wall to a 36"wide wood stair to
the bottom of the retaining wall connecting to a 36"wide walkway to the existing stairs to beach off bulkhead.
The certificate is issued to GREGORY R. CUKOR owner of the
aforesaid property.
Authorized Signature
New York State DepartmL__t of Environmental Conserv on
Division of Environmental Permits, Region One
SUNY at Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409
Phone: (631)444-0365 • FAX: (631)444-0360
Website:www.dec.state.ny.us _
Alexander B.Grannis
Commissioner
LETTER OF NON-JURISDICTION
TIDAL WETLANDS ACT
September 17, 2008
Greg and Martha Cukor
5913 Meadow Road
Baltimore, MD 21212
Re: Application#1-4738-03855/00001
7070 Indian Neck Lane, Peconic
S.C.T.M. #1000-86-7-6
Dear Mr. and Mrs. Cukor:
Based on the information you have submitted,the Department of Environmental Conservation
(DEC)has determined that the property landward of the"Top of Slope"line, as shown on the
survey prepared by John C. Ehlers on May 16, 2006 last revised July 16, 2008, is beyond Tidal
Wetlands Act(Article 25)jurisdiction.
Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part
661)no permit is required. Be advised,no construction,sedimentation, or disturbance of
any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated
above, without a permit. It is your responsibility to ensure that all precautions are taken to
prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from
your project. Such precautions may include maintaining adequate work area between the tidal
wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or
erecting a temporary fence,barrier, or hale bay berm.
This letter shall remain valid unless site conditions change.
Please note that this letter does not relieve you of the responsibility of obtaining any necessary
permits or approvals from other agencies or local municipalities.
incerely,
Laura J. Scovazzo
Permit Administrator
cc: Samuels& Steelman
NYSDEC,Marine Habitat Protection
file(kao
Scott A. Russell ,�d James A. Richter, R.A.
SUPERVISOR Michael M. Collins, P.E.
SOUTHOLD TOWN HALL-P.O.Box 1179 ] 53095 Main Road-SOUTHOLD,NEW YORK 11971
Telephone#: (631)-765-1560 Fax#: (631)-765-9015
MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US �i JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US
Office of the Engineer
Town of Southold
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
( TO BE COMPLETED BY THE APPLICANT )
PLEASE NOTE: All Contact &Project Information Requested by this FORM is Nessary for a Complete Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant)
NAME: Samuels and Steelman Architects NAME: GREG CUKOR
ADDRESS: 25235 Main Road ADDRESS: 5913 MEADOW LANE
Cutchogue,New York 11935 BALTIMORE,MD 21212
Telephone Number: 631 734 6405 Telephone Number: 410 340 9646
Completed Applications can be picked up at the Engineering Department after being notified by the Department,or;
it can be Mailed to the Applicant with the submission of a Self Addressed 8.5'•x I F Envelope&Appropriate Postage.
DATE. MARCH 19,2014 Property Address
7070 INDIAN NECK ROAD
S C T M #: 1000 86 07 06 � 1�
District Section Block Lot
Required Documents for Stormwater Review:
Copy of Complete Building Permit Application.
FK Stormwater Management Control Plan. (2 Sets)
Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are
created,and/or when existing Roof Systems, Driveways,Patios or other Impervious Surfaces are Re-Surfaced.
De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review!
Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction
with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work.
A Complete Description of the Scope of Work Proposed under the Building Permit Application.
A Completed St water Review Checklist. If No or NA are Indicated, Justification is Required.
*** F N I EERING DEPARTMENT USE ONLY ****
Reviewed Date: 3/?
A prove
111���❑SII Additional Information Required:
CHAPTER 236
STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST
Z DATE: March 19,2014 APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other)
O
S C T M #: 1000 g6 07 06 NAME: Samuels and Steelman Architects
t� Telephone Number: 631 734 6405
District Section Block Lot
S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided!
1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item,Please Provide Justification Here!
show all of the following items: If you need additional room for explanations,Please Provide additional Paper.
a. Location&Description of Property Boundaries
b. Total Site Acreage. pr I
c. Existing-Natural & Man Made Features within 500 L.F.
of the Site Boundary as required by§236-1702).
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water.
e. Limits of Clearing&Area of Proposed Land Disturbance.
f. Existing& Proposed Contours of the Site (Minimum z Intervals) Exist in ra es to remain
g. Location of all existing& proposed structures, roads,
driveways, sidewalks, drainage improvements&utilities.
h. Spot Grades&Finish Floor Elevations for all existing& No grading is planned,exis ing grades to remain
proposed structures.
I. Location of proposed Swimming Pool and discharge ring. No swimming pool is planned
j. Location of proposed Soil Stockpile Area(s).
k. Location of proposed Construction Entrance/Staging Area(s). X
1. Location of proposed concrete washout area(s).
M. Location of all proposed erosion&sediment control measures.
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture,store,and infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 inch
rainfall/storm event.
3. Details&Sectional Drawings for stormwater practices are required for approval.
Items requiring details shall include but not be limited to:
a. Erosion&Sediment Controls.
b. Construction Entrance&Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. Leaching Structures (e.g.infiltration basins,swales,etc.)
FORM * SWCP Check List-TOS JAN 2014
• i
4��pf SO(/T�ol
Town Hall Annex 41Telephone(631)765-1802
54375 Main Road ,,aaxx ��yy 0Q22
P.O.Box 1179 G Q gger.richert l0Wn.soullgo tl ny us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY.
Date:
Company Name:
Name: 6_C..),4 /L!C e_t
License No.:
Address: /J" v OL P �• �! Q�l
Phone No.: l6
JOBSITE fNFORMATION: (*Indicates required information)
*Name: pa_ o
*Address: o p /Z,J�,._C�C C,C1�v ,�• L-'Go�li,
*Cross Street:
*Phone No.:
Permit No.:
Tax Map District: 1000 Section: Block:___;z — Lot
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection: S NO Rough In Final
*Doou nls6d a Temp Certificate: YES
Temp Information(if needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION n
C
.82=1equest for Inspection Form �j)
NAM'IV IT UFRAPTA NCO,*mi,
PROVAL OF COAS � RVK:ES
A SiNGL r-AMILYRESIDENCE WORFOR
5UR\/EY OF PROPER � Iste S� 2 2 IN H.S.Ref. No, � o- N
SITUATE: PE00 -�--- �
TO�N1�I: 50UTHOL � - �'"°��+valr F3crties at thlzw�n
SUFFOLK COON AORA by OsOartrnant ar�thc hind to ' W E
SEP 2 5 2014 ..�. � .,::
SURVEYED 05-16-2006 ` I
TOPO 05-27-2008 r1. S
REVISED 07-16-2008 BLDG.O-PT•
FOUNDATION LOCATION 11-2 2013 T0�*i DF SDu14IDLD ����MeMbler M���RgmBnt
GARAGE FOUNDATION PARKER'S L*VIN6 S.C.DILS.REF.#
LOCATION 05-22-2014 �- R10-08-0050
FINAL 08-28-2014
SUFFOLK COUNTY TAX # Stone Mon.at N.E. ]Minn Nock Road
C4r1000-86-7-6 oF P�o par It 4
N89°21'30"B 132.50'
CER'I'ME D TO:
Greg Cukor •
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JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S.LIC.NO.50202
AREA = 126,880 5.F. or 2.g 128 ACRES ' RIVERE EAD,N.Y. 11901
369-8288 Fax 369-8287 REF.C:\UsmVohn\DropboxW6106M-175 FINAL.pro
S A M U E L S &
S T E E L M A N
March 27, 2014
Southold Town Building Department
Town Hall Annex
Main Road
Southold, NY 11971
RE: A NEW GARAGE FOR THE CUKOR RESIDENCE
7070 Indian Neck Lane, Peconic, NY 11958
SCTM# 1000-86-07-06
We are requesting a BUILDING PERMIT for the above reference project, for the construction of
a new non-habitable accessory garage. The proposed construction is well in excess of 100 feet
from the wetlands, and is thereby out of the Southold Trustees jurisdiction. There is no
proposed plumbing in the structure, which therefore does not require a permit from the Suffolk
County Health Dept.
For your review we are submitting the following documents:
1. Building Permit Application
2. (4) sets stamped CONSTRUCTION DOCUMENTS
3. Current Survey
4. Check for$100.00
5. Approved Storm Water Stormwater Management Review
6. NYS DEC Letter of Non-Jurisdiction, 9/17/08
7. Application for Certificate of Occupancy
Please call us with any questions or concerns.
SAMUELS & STEELMAN ARCHITECTS
Y
Thomas C. Samuels, Architect
enc.
ARCHITECTS
25235 MAIN ROAD
CUTCHOGUE, NEW YORK 11935
(631)734-6405
FAX(631) 734-6407
REV151ON5
SITE DATA
SCTM # 1000-86-7-6
TEST HOLE DRAINAGE CALCULATIONS FOR AREA
OF NEW GARAGE ROOF (DW) PROPERTY: 7070 INDIAN NECK LANE
BY McDONALD 113FI ENCE ORYWELL: AREA x RAINFALLx RUNOFF FACTOR ADDRESS PECONIC, NY
TESTNOT TO SCALE HOLE A(4110/08) ( 1655 5F x (2/12 FTa x 1.0 = 509 CU. FT.
OWNER: GREG & MARTHA CUKOR
GRADE ELEVATION +72.0 FT. USE: (1) & DIAMETER x 5' HI&H POOL 5913 MEADOW ROAD
PROVIDED REQUIRED BALTIMORE, MD 21212
BROWN SILTY SAND SM 551 CU. FT. > 509 CU. FT. Z
SITE: 126,880 sf= 2.913 ac
3 FT. PALE BROWN FINE TO DRAINAGE CALCULATIONS FOR AREA OF NEW DRIVEWAY DW-B ZONING: R-80 0
MEDIUM SAND SP DRY WELL AREA x RAINFALL x RUNOFF FACTOR O
(DW) 1830 5F x (2/12 FT) x 0.'1 = 214 CU. FT.
17 FT NO WATER ENCOUNTERED USE: (U V DIAL-r R x 6' HIGH POOL 0
(1) VX 6' 5TORM DRAIN RING = 234 CU. FT. SURVEYOR: JOHN C. EHLERS LLI
PROVIDED REQUIRED 6 EAST MAIN STREET a
234 CU. FT. > 214 CU. FT. RIVERHEAD, NY 11901
TOTAL D15TURBED AREA 6,200 50. FT. LICENSE # 50202 a
5/16/06 m
. V
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LOCATION MAP
N/F o
Edward D. Dart & Judy L. Dart W
LUa
Uj
_ driveway _ O
J
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W
mage Z
DRIVEWAY: 0 .1
PORTION TO REMAIN. REVIEW LAYOUT F
w w/ARGHITEGT. FROM GARAGE TO HO'U5E, C�
°y PROVIDE 4" THK. GRAVEL 5UB-BA5E 4 2" LU
Z
GLEAN SAND.
Z
PROJECT SITE Q
Z
GON5TRUGTION STAGING AREA
PREVIOUSLY APPROVED
DRYWELL FOR DRI VEkNAY EDGE OF SALT WATER 06 Z.
i STORM WATER RUNOFF N /F WETLANP5 A5 DETERMINED U) Q
G N/F
High House Woods Inc. Ste hanie S. Stephen S. Mitchell BY EN-CONSULTANTS, INC.,
ON JULY` II, 2008
0 N/F J �
i Judy Dart CONSTRUCTION ENTRAN E } s
EXISTING SAND W 'j' Z
DRIVEWAY TO REMAIN /Waterline 0 w W
__ 100 ,;;mac ' jig
rJ cJ NEW SAND DRIVEWAY .� exist gl W
S23 44 30 E 1006.
1 11
1
.
O WELL w/WATER LINE _ a
p E 4,0 TO HOUSE '�' ROPOSED DRYWELG IN
CONGRE \\ `, i 3� L I TTL
WASHOUT AREA 1 I I ?
� a \ _ , ,, , 1 I Q FEC,
, O 1 G
U �� ' SOIL STOCKPILE AREA OVERHEAD UTILITIES__ 1 +22 E3AY
� o ' �, OF MEF'V
AREA OF 51 TE DISTURBANCE °^ ��P 5�. Sq
yop
+� PROP05ED GARAGE. o
,. �>/ l �� I', �1 ` a�M `moGN
/ / _ io , _ _
7e-' .0ool_ w/o PLUMBING _ _
11'11 '0 `
Cb ELECTRIC METER -- -- / q I'-�'� 1 ' '111 j Ip `
UNDERGROUND LINE \ _ —— — 21g1-� �11�`I', LO , X18.3 - G�
o o �, A "�� fence PROWD& Gutters 5 4 2. 4 7'
z N 23 42 40 W 531 . 08 N 23 47 00 W
PROJECT NO:
l eAoeas -C wNecf , 1306
00 DRAWN BY:
�� Rpst��
� ��OJ tD� � AIRe�,'fL� �o �W- ` ` UT
•�o� ° ,� o oUrRo1— AlNe�coep TO w piPe
• �� aUo f ��J-pGe ��QP TWO STORY RESIDENCE CHECKED BY: TCS
0 v +h P UNDER CONSTRUCTION
a04z o DATE:
00 031914
a� _ NOTES: SCALE:
o Rob n S LAND5GAPING NOT IN CONTRACT. PROVIDE FIN15H •, N/Bert Rush in 1" = 40'-0"
o n Lane GRADE IN 015TURBED AREAS. TOP501L BY OTHERS. Patricia & R SHEET TITLE:
ASIDE FROM BANK TO BEACH, 51TE 15 E55ENTIALLY U
OI
ot
4
FLAT AT TOPOGRAPHIG HEIGHT INDICATED SSITE PLA-N,
SITE PLAN
SCALE: 1" =40'-0"
SHEET NO:
REGULATORY APPROVALS
0
5URVEY OF PROPERTY N
51 TUATF: PECON I G PARKER'S LAND I N6
TOWN: 5OUTHOLD W E
5UFFOLK COUNTY, NY
SURVEYED 05-16-2006 Indian Neck Road
TOPO 05-27 Stone Mon. at N.E.-2008 S
REVISED 07-16-2008 Corner of Land Fromerly N89 21 3Urr E 132.5O�
FOUNDATION LOCATION II-22-2013 of Patricia D. Guinan
-
GARAGE FOUNDATION o
LOCATION 05-22-2014 1564'±
SUFFOLK COUNTY TAX #
1000-86-7-6 °
CERTHW T0:
Greg Cukor
I
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MAY 2 9 2014
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PG
OF
NE,yI STAKE FOUND
�•t�► G•EN rQ� ■ MONUMENT FOUND �'�
�Ij•�(�i{� 'Vn ukh Iced alkeraklon or addltlm to a survey / r\ V
map Ivegrlrg a Ilc°nsed Imd suveyDrb seal la a /�� ��(`� , l��
lolatim of section York
New York 5kake EdurAklon Low." `\iJ' •-(`:1)`(�(,-
y. "plly copies from the artq��al of this survey � Op 0\�
]� marked with m orgmal of file land sury p y FEMA FLOOD ZONES ANNOTATED FROM
stamped Beal shall be careldered to be valid krrre
�� O eerkNl atl n,and a ed hereon s y,Fy na n,e FIRM MAP # 3610360164 6
urvey was -por°d m accordmce with the ex- \�
`��CCV// I kYlg Code of Pr tic For Lmd Su`veys adopted (�
the tJew Yo�kryStake Iyeo lotion of ProFesslon AREA = 126,880 S.F. or 2.G 128 ACRES �,,`r'�ps�'�� s 1 0(
•s �`' Innd Su've) Said certlflcMlms ehall rim onl
LAND 5 to a paean Far wham khe survey le oprepare \p"�� �G
aM m his beMlf ko Me title campony,"tfttlon.g ftlpl n- 0
tol agency and larding fnstlWtion Irsted fierean and � r"
fa the asslgroes aF Fhe lendlrt odditlow GerklFlca- G�_`Cp
klore are rot krareFeroble to addlklorol Iretltutlms V
JOHN C. EHLERS LAND SURVEYOR GRAPHIC SCALE 1"-50'
6 EAST MAIN STREET N.Y.S.LIC.NO.50202
RIVERHEAD,N.Y. 11901
369-8288 Fax 369-8287 REF;C:\UwmVohn\DropboxV*0606-175 FOUNDATION LOCATTON.pro O 50 100 150
snvwkv Iosx•n uv►•r.\anarop°°.�a°�aebwis FbuonnoNtanndNpr.
J 2 70 REVISIONS
SITE DATA
DRAINAGE CALCULATIONS FOR AREA SCTM # 1000-86-7-6
TEST HOLE
BY McDONALD GEOSCIENCE OF NEW GARAGE ROOF (DM PROPERTY: 7070 INDIAN NECK LANE
DRYWELL: AREA x RAINFALLx RUNOFF FACTOR ADDRESS PECONIC, NY
TEST HOLE DATA(4/10108] (ON 1655 SF x (2/12 FT.) x 1.0 = 50q GU. FT. OWNER: GREG $ MARTHA CUKOR
NOT TO SCALE
GRADE ELEVATION +72.0 FT. USE: (1) & DIAMETER x S' HIGH POOL 5913 MEADOW ROAD
PROVIDED REGUIRED BALTIMORE, MD 21212 >.
BROWN SILTY SAND SM 551 CU. FT. > 5041 CU. FT. SITE: 126,880 sf= 2.913 ac W Z
3 FT, PALE BROWN FINE TO DRAINAGE CALCULATIONS FOR AREA OF NEW DRIVEWAY DW-B ZONING: R-80 V
MEDIUM SAND SP DRY Y+.LL AREA x RAINFALL x RUNOFF FACTOR Z
(DW) 1850 5F x (2/12 FT) x 0.1 = 214 CU. FT. O
17 FTJ NO WATER ENCOUNTERED U5E: (I) V DIAMETER x & HIGH POOL V
(1) VX W STORM DRAIN RING = 254 CU. FT. SURVEYOR: JOHN C. EHLERS W
2254 VCDE� > REWIRED 6 EAST MAIN STREET
RIVERHEAD, NY 11901 UU
};
TOTAL DISTURBED AREA 6,200 50. FT. LICENSE # 50202 Q
5/16/06
V
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N/F V
LOCATION MAP. o
Edward D. Dart & Judy L. Dart W
Yo-
drive w,oy W
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Q
W
°
Z
DRIVEWAY:
PORTION TO REMAIN. REVIEW LAYOUT f
w/ARCHITECT. FROM GARAGE TO HOU5E, (�
cy PROVIDE 4" THK. GRAVEL SUB-BASE 4 2" W
GLEAN SAND. Z
Z
PROJECT SITE Q
Z
MINIMUM
CONSTRUCTION 5TAGING AREA r,
PREVIOUSLY APPROVED
DRYWELL FOR DRIVEWAY EDGE OF SALT WATER o5 Z.
i STORM WATER RUNOFF IN/F WETLANP5 AS DETERMINED co 4.
N/F Ste hanie S. Stephen S. Mitchell BY EN-CONSULTANTS, INC.,
� N/F High House Woods Inc. P � ON JUL-I'` II, 2008 _J2.
i Judy Dart CONSTRUCTION ENTRAN E W J. 0 1~d
EXISTING SAND 86
DRIVEWAY TO REMAIN �Waterltne :3 w• 2
100 ,� - 11
NE
S23"44'30"E 1006. 55' W SAND DRIVEWAY _-GONE DOME \ ,\ exist g, 1 W. < N
NEED EVEN GONE NEED MONSOON GONE GONE GONE NEEDN 1 a �•
------
l 1�,�, � ,N 01
. C) WELL w/WATER LINE
4 TO HOUSE 4PK PROPOSED DRYWELL 1 vi�" ;►�
Q'
\ °1 ` `,`
(x CONCRETE I 3� L I TTS
o WASHOUT AREA ',',�,',' '1 G ON I G
^4 OVERHEAD UTILITIES__, +22 — � '� a
501L STOCKPILE AREA j , o �� BAY
i
10
t 5 C
QQ Q) C) AREA OF SITE DISTURBANCE _ �,','�'� 1� �, �EOF NSA
PROPOSED GARACGE., 011 t� s��P \
j - — w/o PLUMBING — — — — 1 — — I o 9 ' �" r f
i t
00 ELECTRIC METER
--- --- -- 21q'-'i" 1 C
UNDERGROUND LINE a 1, , Lo 0�8�50-1
_ MINING GIVE GNP* Olson D NINE GONE NINE GONE NEED -
Z
� QC � vinyl fence (�
N23042 40 W 531 . 08' N23°47 00 W 542. 47' PROJECT NO:
1306
EDGED
�� n a_� _ b � DRAWN BY;
- a• UT
04 Az- •° co CHECKED BY:
TWO STORY RESIDENCE
'1� vU 1
a UNDER CONSTRUCTION , =���`• � u.- �� TCS
o � o
, DATE:
,� o Q i RETAIN STORM WATER RUNOFF 03/27/14
NOTE5: PURSANT TO CHAPTER 236 SCALE:
okAZI
o b 'n S LANDSCAPING NOT IN CONTRACT. PROVIDE FINISH N/F OF THE TOWN CODE. 1" = 40'-0"
v 0 n Lane Patricia & Robert Rushin GRADE I N DISTURBED AREAS. TOPSOIL BY OTHERS.
APPROVED PS � �_� � D SHEET TITLE:
A51 DE FROM BANK TO BEACH, S 1 TE 15 ESSENTIALLY
COs NOTA-..__..
SITEPLAN FLAT, AT TOPOGRAPH I G HEIGHT INDICATED
DAT_ _ SITE PLAN
SCALE: 1" =40'-0" e eY
' i3illfING DEPARTMENT AT
`%�' 4 PM FOR THE
011ulOWIMG INSPECTIONS:
ok"A4.6ATiON-TWO REQUIRED
)R` bORFD CONCRETE
2. 0UW;FRAMING,PLUMBING, SHEET NO:
S1RAPP,I,N,G, ELECTRICAL&CAULKING
43. INSULATION
4. FINAL-CONSTRUCTION &ELECTRICAL
MOST BE COMPLETE FOR C.O.
5_ ALL CONSTRUCTION SHALL MEET THE
�I REQUIREMENTS OF THE CODES OF NEW
F; YORKSTATE. NOT RESPONSIBLE FOR
F, DESIGN OR CONSTRUCTION ERRORS.
REGULATORY APPROVALS
U
1
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOT S STRUCTURAL REVIEW BY STEVE MARE5CA, PE
FOR WALL OPEN I NG, PROTECTION OF 120 MPH 5-5ECOND WIND GUSTS 155-07 WE5T MONTAUG H 16HWA`I', HAMPTON BA`I'5, NY I I c[46
( MAX I MUM MEAN ROOF HE 16HT: 559 SIMPSON LSTA - 20 SAGE
PHONE 651 X25 X450
RIDGE STRAP - ALL ROOF RAFTERS
2 x b TIE • EACH RAFTER
USE/OCCUPANCY
IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA:
• ICE SHIELD UNDERLAYMENT RE51 DENTI AL ACCE55ORY'
SHUTTER ASSEMBLY I REQUIRED - 24 FROM EDGE DE516N IN ACCORDANCE WITH AMERICAN
FOREST PRODUCTS WOOD FRAMEFOR PANEL SPANS: O < 4'O WIDE SPAN.T.S• •a-• � � ° CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE
FI �
23/32" (3/4") APA SPAN-RATED 48/24 5HEATHIN6 GRADE PLYWOOD I \ HEIGHT PRESCRIPTIVE METHOD Lu
(OVERLAP AROUND OPENINC75 4") I 1 • TE POjPITTIIIONHURACAM USE 2:2'-0" MAXIMUM
ASSEMBLY: !.- I I SIMPSON Hs GROUND 5NOW LOAD - 45 PSF.
FIRST LEVEL - 40 PSF. L.L. � •
ATTACHING, STRUCTURAL PANEL: FASTEN TO BUILDING, w/ I
Z
#10x3" (w/ WASHER5) 6ALVINIZED OR 5TAINLE55 STEEL I I LIVING AREAS - 40 P5F. L.L.
WOOD SCREW a 16" O.G. I I Q SIMPSON 142 HURRICANE BEDROOMS - 50 P5F. L.L. ..
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM FIRE AREA V
#10 TEE NUTS ATTACHED TO 5LD6. w/ #10x1-1/2 ( YV/ WWIND SPEED 120 MPH
ASHERS) I I RAPTat TO STUD. - -
MACHINE BOLT ® 12" O.G. a�-• i TYPICALd NAILS EACH 00 SEISMIC DESIGN CATEGORY - B
\ I RES I DENCE: X WEATHERING, - SEVERE Z
\ : I
APA O TOP or-TOPTo
Q PROVIDE 8d COMMON FR05T LINE DEPTH - 56
I PLATE. NAILS• 4' O.G. AT 0
\ I 5I EDGE OF ALL TERMITE - MODERATE TO HEAVY W
•'\ I TYPE OF CONSTRUCTION DECAY - SLIGHT a
CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLArYMENT REQUIRED - YES
1 • CONSTRUCTION W
I I Z
LTIPLE SECTION A55EMBLY: 0
Q
I I I I
1/4" THICK BOLTS a 2' 00 J
GENERAL NOTES
' 10
I. ALL WORK MATERIAL, AND EQUIPMENT !SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY V
I� 1 1 I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DE516NED AND BUILT IN ACCORDANCE
I I I I BUILDING GORE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. = W
PLYWOOD 5HEATHIN6
AND LOCAL AUTHORITIES.
CONSERVATION GORE, Z
I I ,, I TO OVER LAP BOX 14. TH15 STRUCTURE HAS BEEN DE516NED IN
I�. I 4BEAM- TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE A6&R55ATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY
II II
1 I MINIMUM 28 DAY 5TRENOTH OF 3000 P51 CONSERVATION CODE. Z
I I I I 1 1 5i/2"�w D� 2�0 GAGE 3. ALL LUMBER SHALL E GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL
I I 1 1 1 I LARCH STRUCTURAL &RADE #2 OR BETTER.
METAL STRAP X48. OC. CHANGES PRIOR TO AND DURING CONSTRUCTION.
W
°� °1• 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL IG,. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 0
1 DE516NED AND SPECIFIED BY OTHERS.
SHUTTER ASSEMBLY I DOUBLE TOP STAIR AND FLOOR OPENINS5, POSTS AND PARALLEL Z
I 2 x b �Ib' D.G. PLATE. 1 I I I I I STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. STEEL TO BE ASTM A56
I, GOATSTRUCTURAL
E OXY PA INT. ALL FASTENERS TO EITHAOTM
FOR PANEL SPANS:4' OR WIDER SPAN I I� I� 5. BRI FLOOR
EAMS.BE
NOT TOO EXCEED 16.0 FT.ND A-325 5OLT5, 3/4" DIAMETER.
II II 18. CONTRACTOR SHALL OBTAIN AL PERMITS A
23/32" APA SPAN-RATED 48/24 5HEATHIN6 GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE L �
I i I I INSURANCE NECESSARY TO PROTECT THE ENG I NEER
(OVERLAP AROUND OPENINGS 4") wRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF
„ I I AND OWNER.
2x4 5TRONG-BACKS a 24 OG - °1•- AROUND SILL PLATE 4- 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THI5
I I AT I ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOI A. DO O I L NOT BACKFILL ASAINST FOUNDATION WALLS
ASSEMBLY: I I SIMPSON MST2•1 BEARING, CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE.
II WIDE - 206
I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) 6ALVINIZED OR I ( t TAL STRAP s48 LESS THAN 55K. CONTRACTOR SHALL VERIFY THAT
THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
STAINLF-55 STEEL WOOD SCREW a 12" O.G. I.�' NAIL 5HEATHIN6 TO SILL PLATE CONCRETE 5LA55 TO BE COMPACTED TO 015% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR
2). ATTACHING, STRUCTURAL PANEL: FASTEN TO BUILDIN6 w/ • „ - Od NAILS• 4' O.C. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 0�
#10x3 (w/ WASHERS) GALVANIZED OR STAINLESS STEEL W o
RELATIVE DENSITY. Z . �
WOOD SCREW a 16" O.G. ��:�: 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND c
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - 05 REBAR 2 x 6 SILL PLATE 1• ALL HEADERS 6.0 FT IN LENGTH AND OVER TO E V) Q
=x ON EACH LEVEL OF DWELLING A5 REQUIRED BY
#10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) ACQ TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 01.0 FT AND OVER
MACHINE BOLT a 12" O.G. '• •. x BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. J Z * o M
SEE F)UNVAn0N �'• -•�}^ r,� MINIMUM OF 2-2x8 OR AS SHOWN ON DIRAWIN6. QO>_�°
FOR DES16K 5/6' x 12' A.B. o4e' OG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO �� !�
w/�WASHER. W -j •W 3 a
�; 8. PROVIDE FIRESTOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT �Q Z U.
WINDOWS - GLAZED OPENING
`�' PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE D W .0 ?us
PROTECTION 15 REQUIRED FOR ALL &LAZED AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 a N O o
CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. 2 W O
IN ACCORDANCE WITH LARGE M1551LE TEST OF N=
ASTM E 101416 AND OF A5TM 1886. AND DECKS ETC- v�
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NYS GORES ALSO APPLY TO ACCESSORY 4 H . 0
IN LIEU OF THE ABOVE MENTIONED WINDOWS. 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. v 91
�o
PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION cow . ;o
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
AL16N WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR WPERV15ION OF
PANELS TO BE MAINTAINED ON 51TE. SHALL COMPLY W/NYSBC CHAPTER #2504.x.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE
LABEL LOCATIONS ON EACH PANEL.
AND LOCAL ZONING, AND BUILDING GODS COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
OF NF4�
0
0pS C. Sys Opp
� G
NAILING SCHEDULE FRAMING NOTES cn
TAKEN FROM 2001 EDITION WOOD FRAM CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d e 4" C 0X83,0-1
3 PAPER ASSOCIATION I DOU6LA5 FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR ED6E5 AND 6 d e 12" oz.
o SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR, BOX NAIL SIZES BETTER INTERMEDIATE. PROJECT NO:
h 2. ALL 5HEATHIN6 TO BE APA RATED, EXPOSURE I, 5/8tI II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING
RAFTER/TOP PLATE 3-Sd (TOE NAILED) MIN. THICKNESS OR A5 NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. 0711
W
p t Io O CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL SUBFLOORIN6 TO BE APA RATED 5TURD-I-FLOOR, DRAWN BY,
CEILIN& JOIST/PARALLEL RAFTER ?-Ibd (PAGE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL, EDSES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT
CEILIN& JOIST LAPS OVER PARTITION '7-I6d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCK INS. SLUE AND AND 57UP WITH GALVANIZED HURRICANE TYPE
COLLAR TIE (RAFTER 2-8d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY:
GABLE ROOFS -�� _ _ BLOGKINWRAFTER 2-8d (TOE NAILED) 4. AL1.. HEADERS 6'-O" AND OVER SHALL BE SUPPORTED TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS
0 SIO _ - - RIM BOARD/RAFTER 2-I6d (END NAILED) WITH DOUBLE UPRIGHTS, OVER
AND COVER WITH CLIPS AT ALL PERIMETER JOIST TO 61RDER •
-= - -_ TOP PLATE/'TOP PLATE 2-I6d (PAGE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. 3/27/14
a - o TOP PLATE AT INTERSECTIONS 416d (PAGED NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE &EOR6IA
h 5TUD/STUD 2-I6d (FACE NAILED)
==_ HEADERMEAVER I6d (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND
10° 0 <.45° ® 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFS
NERS INS
BOTTOM PLATE/FLOOR JOIST 2-Ibd AGE NAILED
INSTALLED
o B I / 2
TOP PLATE or 61R.DER -8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB
B 6. DOUBLE FRAMING AROUND ALL OPENINC75 ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND
RIDGIN6IN G/JOIST -Sd (TOE NAILED) stairs etc. ) OR A5 NOTED ON DRAWlNCa5. �II g BEARING POINTS AT A MINIMUM. A SINGLE I 3/4"
GABLE ROOFS BLOCKIN&/JOIST 2-8d (TOE NAILED) NOTES &
BLOCKIN&/SILLorTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
loo p ��o 'f. DOUBLE UP FRAMING UNDER ALL P05TlS AND PARALLEL
IO 0< 0 e so 0 LEDGER STRIP/BEAM 5-116d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLIN6, STORAGE, AND ERECTION OF DETAILS
J015T ON 3-8d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS
PROVIDE 8d COMMON NAILS • W o.C. BAND JOIST/JOIST 5-16d (IND NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
AT HIGH PRESSURE ZONE - b" 0-0-
HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/51LL or TOP PLATE 2-16d (TOE NAILED) " WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
0 o PLYWOOD ROOF DECKING 8d e4 O.G. ED6Ei5, e8 O.G. FIELD TECO OR APPROVED EQUAL.
109 p 4,s0 STRIP 5HEATHIN6 8d (ONE/RAFTEI� GALVANIZED MACHINE BOLTS a 12" O.G.. SHEET NO:
PLYWOOD WALL 5HEATHIN6 Sd e4" O.G. ED&E5, e8" O.G. FIELD 4I. NAILING SCHEDULE SHALL BE A5 PER, THE N.Y.S.
PROVIDE 8d NAILS ® 4" OZ. AT PERIMETER INTERIOR PLYWOOD SUBFLOOR DECKING 8d •6" O.G. ED&E5, ell" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THI5 DRAWING 15 AN INSTRUMENT PREPARED TO
PORTIONS OF PANELS IN HIGH ARE ZONES.
NOTE : a = 4 FT. IN ALL CASES
SHALL RECEIVE 5-I00 NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE
COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE 6ALVArNIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER.
CONTRACT
& CONSTRUCTION
REVISIONS
4" THICK GONG. APRON
REINFORCED w/ bxb, 10/I0 W.W.M.
25'
ELECTRICAL LEGEND 18.
qp mmEx wzw rAam oin.ET
SWITCH
GROUND FAULT INTERRUPTOR OUTLET 2X6 FRAMIMEr AT SHEAR WA-L.
SURFACE MOUNTED GEILIN6 FIXTURE BY-PASSING, CUSTOM SLIDING DOORS
SURFACE MOUNTED WALL FIxnwm
® Tmm-iONE F* w
-----------------
Q 1FLG11l1510N (5)2x12 HEADER CONTINUOUS OVER SHEAR WALLS
5/5SMOKE DETECTOR
--- CEDAR SIDINC7 ON 50# BLDG. FELT
' z
llool
ON 5/8" FILYAOOD SHEATHING ON 2x6 I ` ,,
+
"SHEAR L". (SEE SHEAR WALL inI p���
DETAIL 15 SHEET.) � /TO SWITCH AT
GALVANIZED 5LIDING DOOR LA RRY ROOM
W
TRACKS 4 HARDARE
I \\
uj
HOW BIBS A
\ / CONNECTED TO
f�
A �I � IRRIGATION WATER
W..
% I. M (:411THICK GON RETE 5 riORCED w/ bxb, 1Or(oWB.M. J
PROVIDE SAW PUT CONEL
X JOINTS AT 20' INTERVAL5.
I / V
W
1 z
nYm
z
_I a
LL=j
2x8®16" R00 RAFTERS Q
2x8®52" COLLAR TIES W
o , Z
Fm
a'
----i L--------------------------------------------------------------------------------
TWO CUSTOM FABRICATED
SLF IX6 T46 CEDAR IDING DOORS CONSTRUCTED SOUTH ELEVATION
EAST ELEVATION FAGE RAM �E ALL PAINTED
SCALE: 1/4" = 1' -0" SCALE: 114m = 1' -0"
FLOOR P 114" V -0" °d Z•
� Q• a �
25'
J �•
51
1 -------- -------------------_----------------------------- --------
r. �•-i-•. --r. Ti?"� •;• r ,---. -iiin
MILE
ptr�-rr--r-.,��Ti�, —r = W• W in
I ::, ;s,-:h.L• i. .-.�. .r •:'rc4•:..}. :..j .t..+.:'•al...►.R, f'
'1:v.w,i:".:� + : r: :R, •t•. . i ..►.,,j• %ii:.i`,....�..;.'li'=Y:ti.i•ji i`e'•;:',ti,ti;� PI
I rt at 3.�i%.t..�• ti'�_.Z:•�i`-Y:...siGv�.�ri'�•r...s.�i�1�a.
_______ ______________________________ •`•
_______________
l -:.. --- i W. N v
Ixb AZEK RAKE PAINTED i ! I
PER SPECS.
Ixb FRIEZE
'PROVIDE METAL FLASHING ~. i PROVIDE OUT OUT SPACES TO
i I BELOW FINISHED SLAB FOR
AT ROOF/WALL CONNECTION ' ';' i DOOR OPENIN65 ABOVE
'
12 iI 1 �•�:94 EAM 1
7.5� I r l I I
C. " O
I I
I �;• I I � �iewf � �
UNEXCAVATED SPACE. ALL AREAS I 'x
1 •:
FILLED AT PERIMETER TO BE i i 07
COMPACTED TO A DENSITY OF CISSA. 83�p-
I '$ I I •• 1
CEDAR SIDING ON 50# BLDG. FELT .t.
ON 5/8" PLYWOOD 5HEATHING ON 2x6 •ra 1 0711
"SHEAR WALL". (SEE SHEAR WALL ' •f: I I 'r{ I
' I I .4 RAWN BY:
DETAIL TH15 SHEET) ETS
5/4"x4 AZEK WINDOW AND DOOR
CASIN6 w/DRIPGAPS PAINTED PER I =. Ii `.. i N TICS
' TW2436 I I PROVIDE 5/8 x 12 ANCHOR
BOLTS AT 52" O/C. w/ FENDER
WASHER d NUT. 3/7/14
I
' 8" THICK GONG. WALL TO BEAR i "" 114" = 1 - 091
ON 8" DEEP x 16" WIDE GONG. I '
' 1 : '
I FOOTING REINFORCED w/ (5) #4 I �;: � HEET TITLE:
I �? REBAR
I va �
��.
GARAGE
rj
PLANS
' 1.• I
L-------------------------------------------------------------------� L-------------------------------------------------------- --------------------J ' j 1
v' L------------------------------- --------J V: 1
I .; --- -----------------
I ..!.•:l .,�li:f->,a••. ,+.f ti,. �:?;..,: �•'d..-sari• •i; z•'..t.r ..t,. .r h '.. . ,. .:.f. ..+ 1
WEST ELEVATION , - Yi•.::a. -...
NORTH ELEVATION L-------------------------------------------------------------------
SCALE: 114" = 1' -0" SCALE: 114" = 1' -0"
SHEET N
FOUNDATION PLAN
SCALE: 114" V -09'
` REGULATORY APPROVALS
i
— PROVIDE METAL STRAPPING AT EACH
RAFTER TO RIDGE CONNECTION
PROVIDE ASPHALT SHINGLE ROOFING ON
300 BLDG. PAPER ON 9/4" THK. PLYWD.
DECKING
2x8®16" ROOF RAFTERS
12
1-I,/2 2x6 ® 32" STRAPS
ry
1
d)
2x8 ® 32" COLLAR TIES
$'-611 PROVIDE ALL REQUIRED z
METAL 5TRAPPING PER
CODE.
0
TOP OF PLATE
SEAMLESS ALUMINUM GUTTER z
ON Ix6 PVC FASCIA O
3-1/2" PVC GROWN MOLDINS ON
NOTE:
2 FRAMING AT SHEAR WALL. I2
" Ix SOFFIT W
CL
W
Z
OARA& a
-�
CEDAR SHINGLE SIDING AND 0
TRIM TO MATCH HOUSE ON 30# � W
BLDG. FELT ON 5/8" PLYWOOD Lu
SHEATHING ON 2x4 FRAME
0 Q
Z
4" THICK COW-,. SLAB REINFORCED w/ 5/6" x 12" ANCHOR BOL r5 w/ NUTS
6x6, 10/10 W.W.M. ON UNEXCAVATED AND WASHERS AT 32" O/G. Q
EARTH. SLAB TO PITCH AT 1/Ib" TO
THE FOOT.
TOP nF FNM
OF e
// // // // //\//\// \//\ \/\/\/\/\
\/\ /\/\/\ \/\/\/\/\/\/\ /
ZZ
/ 8 THICK GONG. WALL TO BEAR \ \ \ 10
\ \ \ \ \ \ \ \ \ \
/ ON 8 DEEP x I6" WIDE GONG. \//\ //\//\//\ // //\
\/, FOO R, REINFORCED w/ (3) 4 / / /
\\�� \� \� \� \� \\,\\ .\\.\\,�\\�\\\\\\�\\\
00,
Z.
via• � �
A
r
T
1
BUILDING SECTION J �•
Z11
W
SCALE;: 3/8"= 1'-0" D W. w
2 W.
a 1-• � �a
"' vc as
8'-0" TO 18'-0" 36" +/-
( FINISHED WIDTH )
OF NEIV
50
�s C. S y0'A
�/1/,
ua
Sd COMMON NAILS
018350-A
IN A 3" GRID FASTEN TOP PLATE
PATTERN TO HEADER WITH PROJECT NO.:
� 3 xll-I/4 MIN. HEADER 0711
z KING STUD TWO ROW5 I(6d
FOR WALL5 TALLERX ETS Sd COMMON THAN 8' SPLICE JACK STUD SINKER NAILS. 3" WN BY:
NAILS. 3" O/G. JOINTS SHOULD BE 0/C CHECKED BY: TCS
LOCATED WITHIN 24" DATE:
1 OF WALL MID—HE 16HT BLOCKING FOR 3/27/14
SPLICE JOINT 1,000 LB. RATED SCALE:
TENSION STRAPS. AS NOTED
DOUBLE JACK SHEET TITLE:
Sd COMMON NAIL BLOCKING WITH STUDS. 2x4 MIN.
NA I L5. 3" O/G. 10d SINKERS, AT 3" 2 ANCHOR BOLTS 51 MP50N HD3A
GARAGE SLAB O/G. BOTH SIDES OF HOLD-DOWN5. BUILDING
SEAM.
d
SECTION
-11 .a . 11. a -----
-----
11 a 11 ,1t ,,- (1 -a ----- 11 11'
11 i1 a .I tl 1j. 51MP50N PHDS i, it Qac.
1�
a FOUNDIN.. HOLD DOWN5 W/'/8 q a
X16" ANCHOR BOLTS FOUNDATION SHEET No:
OUTSIDE ELEVATION OUTSIDE ELEVATION
DETAIL SHEAR WNOT TO SCALEREGULATORY APPROVALS