HomeMy WebLinkAbout40472-Z � e� Fot ��ti Town of Southold 12/8/2016
y� P.O.Bog 1179
�.t J 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38695 Date: 12/8/2016
THIS CERTIFIES that the building ALTERATION
Location of Property: 595 Pequash Ave., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 103.-7-27.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/11/2016 pursuant to which Building Permit No. 40472 dated 2/19/2016
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:
INTERIOR ALTERATIONS AND REAR DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS
-APPLIED FOR
The certificate is issued to 595 Pequash Ave LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40472 10-26-2016
PLUMBERS CERTIFICATION DATED 11-22-2016 Brad Piecuch
u rized Signature
o�svFent�co ` TOWN OF SOUTHOLD
Gyp BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
a . 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#: 40472 Date: 2/19/2016
Permission is hereby granted to:
595 Pequash Ave LLC
C/O David Jannuzzi
13235 Main Rd
Mattituck, NY 11952
To: construct interior alterations to an existing single family dwelling as applied for.
At premises located at:
595 Pequash Ave., Cutchogue
SCTM # 473889
Sec/Block/Lot# 103.-7-27.1
Pursuant to application dated 2/11/2016 and approved by the Building Inspector.
To expire on 8/20/2017.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $542.80
C -ALTERATION DWELLING - $50.00
Total: $592.80
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. Fes l ( , -2,z L
New Construction: Old or Pre-existing Building: ✓ (check one)
Location of Property: 57q pe7Q U A_1;S k A-U E7 , CO-M�+O GAJ G
House No. Street Hamlet
Owner or Owners of Property: ,,5;�Qv 5 ?ei4y&,T K &—yE LLQ' C (C.l_ -M-C-q
Suffolk County Tax Map No 1000, Section 10 -3 Block Lot 2-7
Subdivision Filed Map. Lot:
Permit No. P _ Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: V (check one)
Fee Submitted: $
Ap licant Signature
pf S®U�g®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 roger.riche rt(-town.southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: 595 Pequash Avenue LLC
Address: 595 Pequash Avenue City: Cutchogue St: New York Zip: 11935
Building Permit#: 40472 Section: 103 Block. 7 Lot. 27.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: REP Electric License No: 46288-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph 200A Heat GAS Duplec Recpt 35 Ceiling Fixtures 24 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 9 Smoke Detectors 3
Main Panel 200 A/C Condenser 1 Single Recpt Recessed Fixtures 7 CO Detectors
Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt 1-20 Emergency FixturesTime Clocks
Disconnect 200 Switches F3]1 Twist Lock Exit Fixtures TVSS
Other Equipment: 3- Combination Smoke/ CO Detectors, 1- Exhaust Fan, 4- ARC Fault
Circuit Breakers.
Notes:
Inspector Signature: - - Date: October 26, 2016
0-81-Cert Electrical Compliance Form.xls
16 sa�T�o� -
Town Hall Annex
Telephone(631)765-1$02
54375 Main Road Fax(631),765-95-02
P.O.Box 1179 G Q
Southold,New York 11971-0959
enUN N,�
CC�L�OMf�
BUILDING DEPARTMENT o D
TOWN OF SOUTHOLD
NOV 2 8 2016
4
BUILDING DEPT.
TOWN OF SOUTHOLD
CERTIFICATION
Date: j I/Z2 4
Building Permit No. L10 q:j Z
Owner: Sq 5 PeaVLxgh LLC.
(Please print)
Plumber: Bd ReCvr-i
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this p�L)4
day of20 1(p
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
Notary Public, Q County NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2�9
pF SOUlyOlo
TOWWOF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)
REMARKS:
DATE f / INSPECTOR �(
rf 1
l _ � o��OF SOUjyo!
o�yCOU ,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECT N' "
[ ] F'OU 1 ST [ ROUGH PLUMBING
[ IF NDATION 2ND [ ] INSULATION ,
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE �� INSPECTOR
OF SO(/j�olo
M
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
N=SPECTION
[ FOU ATION '1ST [ ] HOUGH PLUMBING
[ ] F UNDATION 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:
s
DATE INSPECTOR4t
OF 30Uly0!
� o _
c0UNT1,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION -
I FOUNDATION IST [ ] R GH PLUMBING
[ ] FOUNDATION 2ND [ INSULATION
[ ]
FRAMING /STRAPPING [ ] FINAL -
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL)
[ ] CODE VIOLATIO [ CAULKING
RE ARKS:
D�/loAaDATEINSPECTOR-'
t y OF S0UTy0
40
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] R UGH PLUMBING
[ ] FOUNDATION 2ND [ INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] "EL
TRICAL (FINAL)
[ ] CODE VIOLATIO [ VrCAULKING
REMARKS: ,
DATE �`��� �� INSPECTOR2,-!!
fjf s 0
cou
TOWN OF-SOUTHOLD BUILDING DEPT.
76S-1802
INSPECTION
I FOUNDATION IST- ] ROUGH PLUMBING
FOUNDATION 2ND INSULATION
FRAMING / STRAPPING FINAL
FIREPLACE=& CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
OKI ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ I CODE VIOLATION CAULKING
REMARKS:
ef�
D ATE 61-7116f — 114SPECTO t
I/ ( ZZE�
�o��OE SOUlyolo
cOUMY,Nc�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] FOUNDATION 1ST [XROUH PLBG.
FOUNDATION 2ND [ ATION
FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: .I l4ok
�6 Aj 0
DATE 11INSPECTOR
SOUjyolo
• IRS
�'�OOUIUn,N�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] I SOLATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: O K-
4 'D 144 �Ab'
DATE ->o& INSPECTOR
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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 Surve
FAX: (631) F`� y
SoutholdTown.NorthFork.net PERMIT NO. O Check
---- - Septic Form
N.Y.S.D.E.C.
Trustees
7) jj C.O.Application
i I Flood Permit
Examined 20 �� FEB 11 2016 L' I Single&Separate
I
Storm-Water Assessment Form
Contact:
Approved ,20 MTO
to: OA v C{i" B f
Disapproved a/c �,� �1 O Ej6� 4om" \ cSbV TifllaO
Phone: C231 -2°l:4—4-24( �
Expiration 20
Building I spec -
APPLICATION FOR BUILDING PERMIT
Date FEB 0 . , 20 VO
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,`the Building Inspector will issue a Building Permit to the applicant. Such a-permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of,
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector,may authorize,in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County;New York,and other applicable Laws, Ordinances or,
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(S' n ure of applicant 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 U 4qg l- /\V I✓ L-L_0—
(As on the"tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.,
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
1 S TE ki As--k-F ,(1F1.=--t i J if Cy- C U-T-Cab
House Number Street Hamlet
County Tax Map No. 1000 Section 1 0 �' Block:o-' Lot '��
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 Ctt`,C EA-,M t L,� (Ze S l 0 eW C e
b. Intended use and occupancy 12�6S V O eV C-( er')o
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost „Fee •,1-1
k'•''.' } f ''`� { To be aid on filing this application)
�c�r' ( p g
5. If dwelling, number of dwelling units l Number of dwelling units on each floor is T - S I 0- -t-jr--
If garage, number of cars N A- ff-AM I V--j
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. l'j A
7. Dimensions of existing structures, if any: Front 3(c, 2 Rear 2 Depth 2
Height 271-8" Number of Stories 2. 2
1
Dimensions of same structure with alterations or additions: Front 30- Rear 2�'• �'
Depth 2 Height T-7 I g Number of Stories 27 2-,'
8. Dimensions of entire new construction: Front :SA("e Rear '-5'��'2y epth SA-m G-
Height SAYnE�- Number of Stories 0A7r6 FOr�ck
D a 1
9. Size of lot: Front � �� t Rear �� � I Depth '100 a D
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 L,/
5-C(- ?1aQ u A'L1 L.L c
14.Names of Owner of premises ( R(L Lc Tb T 1) Address Phone No. 5-16-907--8118
Name of Architect Address Phone No
Name of Contractor Tt LL. TO_R-t Address Phone No. s(G -80-7 8 1 l
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
�kf\� CttA-Mgf5VS 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 this
day of 20 hp
°TRAGI=Y L. DWY � V—Pa�-
otary Public NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2 l
i
�o��oF sotryol
0
Town Hall Annex J [ t Telephone(631)765-1802
54375 Main Road R—:— (631)(631)765- 5
P.O. Box 1179 G� . oQ roger.richert(a�fown_sout�i11 .ny.us
Southold,NY 11971-0959 'Q
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: � � � mate: 1// 2,1L
Company Name:
Name:
License No.:
Address:
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address:
*Cross Street:
*Phone No.:. 0�
Permit No.: 2�
Tax-Map District: - 1600 Section:, Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)--,
(Please Circle All That Apply)
*Is job ready for inspection: kLESJ NO ough In Final
*Do-you need a Temp Certificate: YES! NO
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
4dditional Information: PAYMENT DUE WITH APPLICATION
r0�
2/
82-Request for Inspection Form
Scott A. Russell b�5'�F` `� ST(0)IRIMMATIE]E,
SUPERVISOR MANA(G IE UEN T
s
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 l Town of Sou th o l d
Q[
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING-
Yes No (CHECK ALL THAT APPLY)
El NA. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑EVB. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑['C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
t ❑[5 E. Site preparation within the one-hundred-year floodplain as depicted
on-FIRM-Map- of any watercourse:-
®E[ 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.
Distract I
NAME: Q l�Tl/ \nla
(Pr..I Section Block Lot
FOR BIJILT?1Nta T)>iPA1.TN-IE N"I-LCL: tiNL;;
Contact Information
.7dtp6onr�wntxi '�./
Reviewed By: RJILA
Dae
Property Address /Location of Construct ton Work: — — — — — — — — — — — — — — —
�� � , Approved for proceastng Building Permit.
® Stormwater Management Control Plan Not Required.
cul�C �rU ® Stormwater Management Control Plan i�Required
(Forward to Engineering Department for Review.)
FORM 4
SMCP TOS MAY 2014
sIMtx�a�
Town Hall Annex Telephone(631-1802
54375 Main Road ' Fax(631)734-9502
P.O. Box 1179 C* ZM
Southold,NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CGNSTRUCTION,_PRE-ENGINEERED
WOOD C!gNSTRUCTION ANDIOR TIMBER CONSTRUCTION
Date: C ►�
Owner:. ,55�k S
Location of Property:
Please take notice that the (check apl cable line):
New residential structure
Addition to existing"residential structure
✓ Rehabilitation to an existing.residential structure
to be constructed or performed at the•subject pr'ooeo;reference above will atilize
(check applicable line): "
Truss type construction (3T)
✓ Pre-engineered wood.construction (PW),-, ' -
V/1'
PW),-, • -
✓ Timber construction (TC)
in the following location(s) (check applicable line):
H
Floor framing, including girders and beams (F)
Roof frarining'(R)'
Floor and roof framing (FR)
Signature:
Name (person submittin his form): 6A-iJ C6 S ;
Capacity(check applicable line):
Owner.
Owner representative
TrussResRegMdocx Effective 1/1/2015
JAMES J. DEERKOSKI P.E.
260Deer Drive
Mattituck, NY 11952
(631)774 7355
INVOICE:
Date: April 4, 2016
To: Joan Chambers
Re: 595 Pequash Ave.
Cutchogue, NY 11935
Review and certification of As-Built Deck Plans at the above mentioned
Property, $300.00
_ Total $300.00
JOAN GHAMBER5
PO BOX 49 BOUTHOLD NY 11971
joanchambersl 0@gmaii.com
631-294-4241
DD
APR - 6 2016
Southold Building Department BUMDING DEPT.
Re: 595 Pequash Ave. TOWN OF SOUTHOLD
Cutchogue, Y t
SCTM# 3- - 7.,l April 6, 2016
Please find attached revised plans for the renovation of the residence at 595
Pequash Ave. in Cutchogue. The revision includes the addition of a framed
deck, 15'-2" x 10'-0" on the North-East ( rear) of the house.
Thank-you,
J4Chambers
OF SOl
ti
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
®lyCoUnAM,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
November 18, 2016
595 Pequash Avenue LLC
P.O. Box 1672
Mattituck, New York 11952
- NOTE: $150.0.0 due fob amended plans appr_oved_on 4/,6/2-
01.6.,
A'\\o
`\a`,1 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.
Final Survey with Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT: 4047 addition/alteration
S.C.T.M. N0, DISTRICT: 1000 SECTION: 103 BLOCK: 7 LOT(S):2Z I
LAND N/F OF PETER SCHOTT
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(PEQUASH AVENUE)
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 14,999.73 SQ.FT. or 0.34 ACRES ELEVATION DATUM. _________________________
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE STRUEfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: 595 PEQUASH AVE., LLC;
MAP OF: FIRST AMERICAN TITLE INSURANCE COMPANY;
FILED:
SITUATED AT: CUTCHOGUE
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
+ P.O. Box 153 Aquebogue, New York 11931
FILE # 15-101 SCALE:1 =20' DATE:JULY 3, 2015 PHONE (631)298-1588 FAX (631) 298-1588
N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Noychuk
S.C.T.M. NO. DISTRICT: 1000 SECTION: 103 BLOCK: 7 LOT(S):2ZI
LAND' N/F OF PETER SCHOTT
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FLEET NECK (50') YR`®AD
(PEQUASH AVENUE)
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS
AREA: 14,999.73 SQ.FT. ,or 0.34 ACRES ELEVATION DATUM: ------___________________
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR-A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO 'GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: 595 PEQUASH AVE., LLC;
MAP OF: FIRST AMERICAN' TITLE INSURANCE COMPANY;
FILED:
SITUATED AT: CUTCHOGUE
TOWN OF: SOUTHOLD -KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK .A Professional Land Surveying and Design
4..t& e P.O. Box 153 Aquebogue, New York 11931
FILE # 15-101 SCALE:1 =20' DATE:JULY 3, 2015PHONE (631.)298-1588 FAX (631) 298-1588
N.Y.S LISC, NO. 050882 maintaining.the records of Robert J. Hennessy & Kenneth M. Noychuk
RESIDENCE
,
595 PEOUASH AVENUE
.• : • CUTCHOGUE N .Y.
p APR - 62016
i`. .
it
EXISTING: SINGLE FAMILY RESIDENCE
p DVI L'fDING DMV.
®vv�t OF soto�r.D SCTM# 1000- 103-7
ZONE R-40
r PROPOSED:
r •
_. 15'-2y
CONVERT EXIST. 30 SQ.FT. COVERED PORCH TO PANTRY SPACE.
REPLACE EXISTING WINDOWS
REMOVE NON-BEARING PARTITION WALL BETWEEN KITCHEN & DIN. RM.
o�
WIDEN DOORWAY TO KITCHEN
... ... ..........................._............_ __....._.
.. ....12`DIA SONOTUBE TYP o ................................. ... .. ........... ...................... .. ..
_
2-2.10 ACo GIRDER- ` __ ... ... . .. . . ...... 2ND FL.
FLOOR.
RENOVATE EXIST BATHRM #1 @
ADD CLOSETS AT EXIST. BEDRMS.
..............................._... .................................. ........................ -........... --'---'-----------'-------- --------------------- .......... ..........................................................-...-....-_....................... .... . _..
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4 O
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$ ................................. _
• � ENCLOSE EXIST. - .. ---...............__ .. _ _.. ..... .. .. ... ... .. .. ..... .... ... ...._.......... .......... .,..._..-._.._._...._._. ._.._________
COVERED PORCH EXIST.PWDR.RM. .__....._ ..___ ROOF BELOW ......_... ....... .. ...._.... ....
EXISTING PROPOSED
PAANTRYTO ATE NEW / T, _ NEW 2436 DH ..----__________-._____.____
+ " i I - -- 1ST FL. 890 SQ. 920 SQ.
ot 8 ......._..__ .---------_-._.-_.-------__.__________..-----------------------------------------------__--_-_v_ 1-3/4"X 11-1/2"
REM E LVL HEADER TYP. .- -. ...__--.______.. . .__ _ --------------------------__________________________.___- _
E%IST.
-1' 3'-0"- �' -8q __ .. _..2X8 ACO LEDGER BOLTED TO HOUSE FRAMING _-____-_-__--__------_-_-_--_______-_---- 2ND 734 7 SQ.
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____
FL SQ 34
REMOVE EXIST.EXT. NEW 3049 DH 1 3?
' ATTIC
DOOR. ADD NELINEN
W 27"WALL 24"WALL REMOVE EXIST.WINDOW 1-3/4"X 11-1/2" NEW 2" 0 REMOVE EXIST.WINDOW REMOVE EXIST.WINDOW - 734 SQ. 734 SQ.
(DWALL I 2� LVL 1,1 �}'YP.
a ,� 2-1-3/4"X11-1/2' CAB. CAB. b LVL HEADER TYP. CLOSET of f- + CELLAR 734 SQ. 734 SQ.
Q m LVL HEADER TO OPEN.
30"RANGE -
21"BASE O 24"BASE REMOVE EXIST. - - - - - - -
I C� ?i �� LINE OF TRAY CEILING I
DIN.RM.DOOR ry a 2'-81 1.. 2�", Z" 14,_0..
w \ o I ;i I GARAGE 374 SQ. 374 SQ.
3 0 I x w BATHRM. #1 I I DECK NA NA
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3 KITCHEN III I w ADDTE T I I I DRAFTING/PERMITS:
ui❑❑ ADD NEW CABINETS U U 3 S10W_ I - press START
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u m w z m r OI a LAV. \ LAV. I - SOUTHOLD NY 1 1971
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LVL HEADER ❑ \ ❑
- � x� /� �"o, ww x= I DECEMBER 22, 2015
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o EXIST ST IRCASr-Cti + sa, JANUARY 6, 20 ? 5
EXIST.CELLAR TAIR z ❑ N. 1 R tDN. 13 RIS RS 8" D 3 1 ERS TO F ST F OOR
TO CELLAR - ❑ REMOVE EXIST. I I 3 i WALL 8CLOSET DOOR � MARCH 31 , 2016
d1g4BUILT-IN CAB. E%IST.OPENING&HEADER-NO CHANGESS Z mRELOCATE ENTRY T '1CLOSET CLOSET
- - - - - - - - - - - RM.# 1 - - - - -
BEDWIDEN DOORWAY NEW 2-1-3/4"X 1/2 WALLS W/SHELVES BELOW -
POSTS TO HEADER ABOVE 0
LVL HEADER I I LINEN I Vii CHIMNEY ADD NEW CLOSET WALL �' i - -
o+ I �❑+ -1
ti L /
EXIST.MASONRV F.P. // I I to REMOVE WALL TO EXPOSE 2• I /
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FT
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LINE OF TRAY CEILING
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y.
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-I1-
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.' LVL HEADER TYP. 28 X54
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/ \
- - - - - - --
__.,-_-LINE
�LINE OF ROOF J
/ NON-STRUCTURAL COLS. \ I FIRST FLOOR PLAN SECOND FLOOR PLAN
LIto
NE OF EXIST.ROOF REV. 12.22.15 REV. 12.22.15
- REV. 1. 6.16 REV. 1. 6.16
N REV. 3.3 1.16 REV. 3.3 1.16
a
Z
0
DESIGN CRITERIA:
PRESCRIPTIVE AS PER NYS RESIDENTIAL CONSTRUCTION CODE AND
AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS
DESIGN LOAD CALCULATIONS (LIVE LOADS PSF)
EXTERIOR BALCONIES 60
DECKS 40
ATTICS W/O STORAGE 10
ATTICS W/ STORAGE 20
ROOF (GROUND SNOVW LOAD) 20
ROOMS ( OTHER THAN SLEEPING) 40
ROOMS (SLEEPING) 30
STAIRS 40
GUARDRAILS 200
ELECTRIC SYMBOLS SYMBOLS ABBREVIATIONS NAILING/FASTENER SCHEDULE CONSTRUCTION NOTES GENERAL NOTES
ADJ ADJACENT NIC NOT IN CONTRACT 1. All work shall conform to the requirements of the Residental Code of New York A- 101 FLOOR PLANS & NOTES
�R RECESSED CEIL. FIX. EXIST. WALL ALUM. ALUMINIUM 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade.
OC ON CENTER PROVIDE MSTA30 OR EQUAL State, County and Town Department Regulations, Utility Company requirements and
APPD. APPROVED METAL STRAPS OVER RIDGE 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. A-201 EXTERIOR ELEVATIONS
OPG. OPENING best trade practises.
D DOOR OPER. SWITCH _ - DEMO. WALL TO ROOF RAFTERS @ ,s" oc
BIRD. BOARD TYP. NOT APPLICABLE IF 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.
PL. PLATE 2. Before commencing work the Contractor shall file all documents required by the
COLLAR TIES ARE PRESENT. copper termite sheild.
BRK. BRICK pp
(F REC. FAN & LIGHT NEW WALL PLUMB. PLUMBING Building Department, pay all fees required by local agencies and obtain all required
BOT. BOTTOM 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
PLYWD. PLYWOOD permits.
8D COMMON @ 6" OC @ 4'-0' PERIMETEP,ZONE with the New York State BuildingCode and manufacturers specifications.
SWITCH ADD INSUL. @WALL CL CENTER LINE PT. PRESSURE TREATED 8D COMMON @ 12' OC @ PANEL FIELD p 3. The Contractor shall visit the site and verify all dimensions and the existing l�
CLG CEILING 8D COMMON @ GABLE ENDWALL RAKE 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed `
PINT. PAINTED REFER TO TABLE 1.1 WFCM-SBC conditions affecting the work prior to construction. Any discrepancies which would
_ COL. COLUMN u on by an engineer and certificates shall be issued statin same.
W WALL SCONCE 1 WALL TYPE PVC POLY VINYL CHLORIDE 6p Unless otherwise noted all framing and structural wood components shall be interfere with the satisfactory completetion of the work described herein shall be
(� CONT CONCRETE RCP REFLECTED CEIL. PLAN reported to the architect or property owner. Do not start work until such conditions `
CONT CONTINUOUS #2 or better Douglas Fir. p p Y
' GROUND FAULT OUTLET O DOOR NUMBER REQ. REQUIRED PROVIDE 8 - 10D COMMON NAI 7. All framing techniques and methods shall be as prescriptive design based on have been examined and a course of action mutually agreed upon. Failure to notify
`'F' CT. CERAMIC TILE
EACH END OF COLLAR TIES 1/2" PLYWD.SHEATHING AF&P Wood Frame Construction Manual for One and two FamilyDwellings (WFCM)
the owner or architect of unsatisfactory conditions will be construed as an acceptance
t SWITCH OPER. DUPLEX O WINDOW TYPE DEMO. DEMOLISH RM. ROOM PROVIDE SIMPSON H2 / H10 OR 6D COMMON @ 3"OC EDGE g
SIM. SIMILAR EQUIVALENT HURRICANE TIES 6D COMMON @ 6"OC FIELD or as specified in R301.2.1.1 of the conditions to properly perform the required work.
DIA. DIAMETER TO SECURE ROOF RAFTER
SPEC. SPECIFIED PLATE AND WALL FRAME. 8. All building envelope components shall comply with Chapter 6 of the Energy 4. All work is to conform to the drawings and specifications of the architect and
0-� UNDER CAB. FIXTURE MW-1 MILL WORK NUMBER DR. DOOR STL STEEL FLOOR PLANS
c DWG. DRAWING Conservation Code of the State of New York. engineer consultants.
q T & G TONGUE AND GROOVE PROVIDE SIMPSON LPT4 oR 9. Fireblocking shall be provided in all wood framed construction in accordance 5. The Contractor is to maintain a complete and up to date set of plans on the
APPLIANCE OUTLET F -1 FINISH NUMBER EA. EACH EQUIVALENT To TIE RIM BOARD job site at all times SCALE AS NOTED
TEL. TELEPHONE TO DOUBLE PLATE TYP. with NYS Code R 602.8 to form an effective fire barrier between stories and
ELEC. ELECTRICAL TO. TOP OF between the to story and roof space.
� 6. The drawings are not to be scaled under any circumstances.
- QUAD OUTLET A -1 APPLIANCE NUMBER ELEV. ELEVATION p Y p 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures
p - EQ. EQUAL TYP. TYPICAL 10. Protective panels shall be provided for glazed openings in accordance with SEAL: DRAWING #
SECTION MARK LINO UNLESS NOTED OTHERWISE PROVIDE SIMPSON H6 OR NYS code R301.2.1.2 if they are required. including storage and toilet facilities,protection of existing work to remain,access to
=(S SMOKE DETECTOR EXIST. EXISTING VIF VERIFY IN FIELD p Y p
If EQUIVILANT TO TIE WALL STUDS work area, hours of permitted work,availabilit of water and electric ower and all
EXT. EXTERIOR OF BOTH FLOORS TO PLATE & 1 1. All portions of the new structure are designed to comply with local geographic NEW
(C CO2 DETECTOR EXTERIOR ELEVATION W/ WITH BAND JOIST @ ,s° oc other conditions and restrictions for this particular location in order to execute theO W y
and climatic criteria as stated in the following table. O
GALV. GALVANIZED PROVIDE SIMPSON H6 OR work in a careful and order) manner with the least possible disturbance to the Q �, DEER
p WD. WOOD Y p public. , 5 h
EQUIVALENT TO TIE WALL STUDS
ELEVATION MARK GWB GYPSUM WALL BOARD TO PLATE & BAND JOIST @ 8. The Contractor shall make the neccesary arrangements to utilities and services �s
-( CEIL. FIX. WP WATER PROOF GEOGRAPHIC & CLIMATE DESIGN CRITERIA
�p HVAC HEATING, VENTING & °C TMP temporarily disconnected while performing the work as required. ; - � -
r AIR CONDITIONING - PROVIDE SIMPSON LPT4 OR r� '�,"` LIJ
INTERIOR ELEVATION EQUIVALENT TO TIE RIM BOA GROUND SNOW LOAD 45 ps 1 9. The Contractor shall provide all dimensions and cut-outs for other trades. 4Li" L�
O INSUL. INSULATION TO SILL PLATE PLYWD. FLOOR SHEATHING WIND SPEED 120 MPH 10. The Contractor shall provide proper shoring and bracing for all remaining structure t`` Baa z A
Q - 8D COMMON @ 6"OC EDGE Z �- �x, , �i 101
z iIV i. iNti'i cRiOR 8D COMMON @ 12.OC FIELD SEISMIC DESIGN CATATGORY B prior to removal of existing structure. J7 p _
LBS POUNDS WEATHERING SEVERE 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed 0 07
' E APPROPRIATE METAL
MAX. MAXIMUM PLATEIDWASHER, NUT &ANCH R FROST LINE DEPTH 36" persons who shall arrange for and obtain all required inspections. The General RQFESS,Q�P
LATE TO
MO. MASONRY OPENING
BOLT NRRYTFOUNDAIE SILL TION TYP TERMITE THREAT MODERATE TO HEAVY Contractor shall be responsible for scheduling all other inspections as required.
6'-0" OC FOR 1 STORY, T-0" FOR
MIN. MINIMUM 2 STORIES. 12" FROM CORNERS & DECAY SLIGHT TO MODERATE 12. The Contractor is solely responsible for construction safety and shall hold the O F
MR MOISTURE RESISTANT OPENINGS AND BOLTS TO BE MIN. WINTER DESIGN TEMPERATURE 11 owner and architect harmless from litigation arising out of the Contractor's failure to
12" DEEP. g g
MW MILLWORK FLOOD HAZARD AS NOTED provide construction safety means and methods.
RESIDENCE
5 9 5 PEQUASH AVENUE
CUTCHOGUE N .Y.
---.----------.-- ----- ----------- ._ .
-- --------1 _ . -.- ------------ -
.-.--. _. N C E
- ..._.�.-._. _
SINGLE FAMILY RESIDE
--____-_--. _._________-::.___.____:_ _______________---- -- - _____________-- �.__________________---___- _--------... ---- --
SCTM# 1000- 103-7
._.. _ --------
----- -- - - -- ---- - --- - ZONE R-4 0
I. .:: ...... ...: '_-...._._..._____-. ---._._.__- _--- ----- -_•-___... .. ... - _"--"-- - -- 11.11..----- _._.- .. _--"--_----------
..............._=-,---.. --------------- ----.-.1111.. _ .-- --- : - --- -
-- - -- ------- - .-- -- - -- ----- - - - -
__._- ..._ _ __1111.._ _- . ..
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• _:.__.............--....._... ......... 1111..,.__-___.. ...,��,.,,..�..---�..................._._
PROPOSED:
----- -------
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__._.__.__.___-_--.--.---.--.---1.1.11._._-- EXISTING _111__1-.._. _. VERED PORC O
--------------- - ---- - --------- -- -
CONVERT EXIST. 30 SQ.FT. CO H T PANTRY SPACE.
- ------------- ..__-_ ... -... - ---------- - 111.1__._..__ _ .. 1__11.1. --11.1.1.
---- ----- ---_ ------ .. - - - - - -- _ 1111
, -- 1_11_1.------..__ . ._ ---- _
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- --- _. REPLACE EXISTING WINDOWS
-----_--- ..._---- -- -
----�.___.. __11_11..-......... __:..._- - --------------= _'_'=�""' ---------------___------ ----------------------------------- -
BEARING PARTITION WALL BETWEEN KITCHEN & DIN. RM.
_____............................ _1111 - ------____11.11___---- ----------
--- - -- - -- - WIDEN DOORWAY TO KITCHEN
-....-_._... _ --- - ------------ --------- .._...- ---------- - ----------- ------------ ------ . ._ ...._..- ---
ADD BATHRM. #2 AT 2ND FLOOR.
. :------ --- -- -_ _-- ..... ... _ _- ------------------------.----------- --------------_-__--- -
. „:.:::. .....:.:...:.::.:...:.:.:.:..:.:.:
,: ..- . ... ----- ----_ .1 1.1 1 ----------------- ---------._.-...-- ---------------------_-_.._-.------------------- -.-... 2 N
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_-_--1.111. _._.. .-_111.1 .......... = RENOVATE EXIST BATHRM #1 @ DFL
-- - -
-------- ---------------- ----------- ----------------- ------- --- - ._...- - ---------- -
•. ----'•==_:..::==--- --t- _:Y,-----,_._,___-. _.--.:_1111. :. _ r__ - _-_1111._._1111 _ ._.._._._......_.. _._ AD OSETS
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_..._ T B
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I
.
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.. , ." - _.
__
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._ -{- 1 1-
.-
. - ---- -- NEW 3046 DH NEW 3046 DH ---------------------------^----- NEW 3046 DH NEW 3046 DH ---------- - -^-- -
q - 11_11.- -_-_--_- ------------- - -
_............. ._........ _1.11.1
_ .._......_.... - 1111
x -_------------ __-..-._..--------1 ,1 * __ -_._------------ ._._.__ .... .. __........._1111. -._... --- - - --- - - -------_-- PROP O
... . . .......1-,
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EXISTING SED
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--. ----------------- ...-------- _ _........ .. . .. ..1 111 _. .....-- - - -_ _ -. - - -- - - ---...---- ------------ ----------------- --. - ---..-.._ _.. ------..._._.-._..........-- - --111._1._...__ -
_ ---- ___-:=---.
__
::.:......:.::::.:.......:.:.1111::._- :_:.._.
__ u�.......... -_::_::` .-J -- -...1.... .... . .....1 111 . -. -1.111. -1111.._ 1ST FL. 890 SQ. 920 SQ.
• . . . ,,.. , _ ------ ----- - -_---:.- _:_.._ ..._ . 1.1. 1... .......... .....-_ -- _-__-.---- --------------------------- -----.__..---- _ ._
P -
:.._ 1. ,, 1111... .........._-..._ T.... ...F_.__.__"'_- -_-' -"' _ ..
... X._..fl44.... _._. .. .. 1111.. .. 1111. ......... ........ . 1111... .._. 1111.. _. ....... ... .._._..._..................._......_...__1111._.-..-..___...__..._..__..___.___-_-_-.___-_....--.--_-----------�_--.'-'-'-'-' - __ .- -
........... _._._ -- ............... ._.. 1111. .........._.. - __...____.__..._..____ `-__1111... ... ........_....... ..._..... .:__..
, - -......._. 111 1. .. _.-_.--..._..__ S_•- -...______..�:u. ___11.1:1.. ... .............. ........ 1 111 - - -__".__ _____. -__-_.
P .: :• ` ,.., ---------___._ _1111__- � - -------- - - ------------ -- -- - -- - -- ------- - --- -- - ----------- --------- ----- -- - 2ND FL. 7 3 4 SQ. 7 3 4 SQ.
- -- --
p . . -- --- ATTIC
734 SQ. 734 SQ.
- ---
_.----- - - ---- -- - ----- -
1 .. ------ -- -------- -- •.-------- -------------- -- - - -- CELLAR 7 3 4 SQ. 7 3 4 SQ.
p __.._1111_.__. - __ - -
--------------..---. .--- --------------- ------------------------- ------
j '• ,�'. - .....__NEW NON-S.T UCT RAL COLS.-.. ..._...-...--'-- _'_-,_ ....................... ................ _-_...._--'- - .... ... .._.- --..-..._-..............-.__ ...._..- GAR E SQ. S
AG 374 374 Q.
p - - ' ...-------------- ------------ --- -- ------ -- - -- ---- -.-__-. - - - --------------------
-------------- ----- -------- .W 2449 D NEW 4049 DH W 2449 D -`-""� - ST. INDOWS-NO AN S E%IST.WIND S-NO CHANGES --_ .__ -� ------------ ---- ----------- -- DECK NA NA
-_
:...,
_._._________________11.1__1.
NEW 3049 DH _._.._--________._____-.._. NEW 3049 DH .____.__-_1.111________11__1_1_-.___.-...-1___111.
' 1111.__.____1_111...__ .
_..-_.____._-_..._-_-_
__..__________._______1__1_11 _„__.-111_1 11__1___1.______1___1.11-______.__ _1111_.. RAIL TO CODE
_... 1111... ... .___1111.__.
._.._______. ___-_
....__..._____--.__1111. ......._..
... ......1111 .................._ ..._...._._.- .. 111.1...
.c DRAFTING/PERMITS
-- -_ - -
q - ---- -- - --- ------- -------_ ------- --------- ------- -------- -------- - ---__... -.. _ -------- -- -- - -- p res
--- - ---
• s ART
- _-- - - - -
---.._.__.._....----------------- PO BOX 49
-- -- -------------------------- -- ---- . _ _ ._ .- _ .._ SO UT HO LD NY 1 19 71
----------------------------.. _.._ .._..--- ..
--- - - - --
_ _ _. _ - - 41
. ...... ---- ................._...._..--------------_- ---___---------------.-...-----......_.-------_-_-_........---........__....---------.....----------------._----------_ - - - - -- - - -
•_ NEW SLUESTONE STOOP 1111..._-...__..--_.___._._._._..____-__...____________________._._------_-_-_--.__..__
. f 2-2X10 ACG GIRDER
Al2NC DIIA.ECONOC.PIERS JUNE 2 3, 2 015
1GRADE'N. I I DECEMBER 2 2, 2015
I
GRADE MIN I I JANUARY 6, 2 015
I I
j I I L J MARCH 31 , 2016
.
r - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - -
WEST ELEVATION (FRONT) SOUTH ELEVATION (SIDE)
. 1/4" = 1'-0" 1/4" = V-0"
. REV. 1. 6.16 REV. 1. 6.16
REV. 3.31.16
. R
_.__..___-.. ..1111... __._1111___._____. 1.111_^._._._.____._-________111___1. __... 111_1_._... ...1111,nn 1111. 1111.............. . 1111 _.. ... .__........ ..1111. .... �,. ..• �' 1111... _.._ . ...___- _11__11_..._ - _._._ EXISTING -----.--_._.____-_-_._-.
..,,:,.
4. «..___ ._-. ..__ __. .-... 11_11.
,: • __ - _ ........ ..... 1111...... ........ 1111 1111.. .... ........ .. .. .. ... ..._._._.-_.---.-.--.-____._.__._.______.____--..__._.-_--_-------_.___________---_---___-___..___.._._-..._.._.-._-.__.--.._..-._.___.__._-__-_1_1___1__1_-__..._-_________
q . - ._.�..-....w.. - ._. ___ __.
. ------ ... . .... .-. .._._._....._....._................. . .............................._....- 11.11__.._.......__..._..__. ._._...- --..._ _ -- - -- ... - - -__ - - ..._
q .. m
_.... . --- _111 1. ._1._11.1._... ------._._. _. _..-- - - - ---_11 11
-_ - -__. _. 11 _1....__........................... . _ _... ... 1__1.11-.. - 1111_... --- __
q. � -------- .------- -- ----------- ----- - --------- ---- - -
._._._ . -- 1111 ...-... - - -- - - r - - -
.. .........
DESIGN CRITERIA:
-- _I-- --I----------- ----.-__- _. ._._
. . -
q 1 - ---- --- �- - - --I - -_--_- - PRESCRIPTIVE AS PER NYS RESIDENTIAL CONSTRUCTION CODE AND
- _1.111.._ _. .._.-. _----- ------- -- --- -- - ---- --------- - ------ ---- --- ----
-----------------
---_-_------------------------ -- _1111. _ _..-- ------------ -...___-- - - -- -
. . . _..__...._. _....._...... ............................ . . ___..-._ ___.._. --__.___._.._.._.__.__.__.__. -.-_4..4_..4..4_...... ....._. _. WINDVEEXIST __ WINDVEExIsr. AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS
'•- _..._..-._ _ ... 1111.-. 1111 __.._ ..WINDOW._ _.____. ______1111.._-_...__ ____11__11-_________._11.11__________-_-____________WINDOW.._-..._.._._.I.____.___-___-__.__
21µ ... •..•'. ,. I__-._.._-___.-_1.11_1...^-....__�_______-_._. .____-._....._........-_.-__-..-.............�._._.__. __.--.-_. __.__.-._ ...-_.REMOVE_._._.... _-_---11.1.1_. ___ .
__ _11.11___.__.. ...._...I.._-._ ___.______._..._._._.______________....__.___..__ ________-___-._.__-__--_-..._-_.____:-__.. _..._._.__________..__..._..._.._..............._.__.._._._-__1.111_
.................__ 1111.__.__ _.___-._.-1_________1.1__1___1111. _ ('�
�:'.•; ••.. .� .• ............_-.._........ ...REMOVE ..._... ._. 11---. - ._ ........ -----E%IST. _.._"-....-_-16__.11-._.-__.. D C A L
.:. . , _ - - -__ _ -- -REIST. --- - - - --- --- WINDOW - ---- ------------- ------------------------------------------- -------------------------------------...----------_ ----------- DESIGN LOA C U LAT I O N S (LIVE LOADS PS F
. 'EXIST.""___._..._
I
NEW 24 OH
Ex 3
T. 36
.. � .::::� '• - WINDOW
._...._____.._ _____.........................................._..____. ___ ____ _-__.___________..___ -__._ _..__________________ _..__.............__...._.._______..__.._ ......__......_._..................._.......... _.._._.........._......_......_......__..___ ._...___.__.____________-_.__-_-___..__..___.._____.____�_________..__...-_-___._.1_ _.
p • : ---I--- I -- -..._.._._1111 I 1111 WINOW 1. -1._._..._... L - J - - ------- EXTERIOR BALCONIES 60
p -_ ._..._------- -- ._------------ _..._ .. . . ....................... -- _ _ ------------------ ---------------- --- ------------4-------_•-----I-----------_
.
_ _._ . -..- _ . -_ --_ - - 1.111 -_ __ - 11.11._..- ---- 1.111- -...- - DECKS 40
_1111_.._ -_.- - � __ __-._-_-----------------.1.. .-------
_.
-. ,
q.:`;'i . _-. --- --_ _1111.._ ._.._ .. --------------------------- -- -- - ... - --- - _ _ _ -- - -. NEW 3-6 DH _1111. -- - --- ATTICS W/O STORAGE 10
�:'. , , ..----- _:- �_ - - - --- - - -- - --- ----- -----... ---------- ----- - -- -- - - -- - ------ -- ATTICS W/ STORAGE 2 0
---------------.._.------------_6161
_.:...-_
--- - - --== _ -- -
11 ,.. . --_-- =__ - -_ _ --- ---------- ------------ _ _.------ - ----- -- - --- - - -- ---- -- - --- --
---- - _. - ----- ---.:..-
_:_: _:_.. -:_::_... = -' --_:_:_._._:_:_. - N S PIN
20
q.. . ...:- --------- .--- --- - - ---- --------- -. ..--.1111. --------------------_-__---_--- - - ----- -.. --=--- - =--- ------- - - 1 111._. -_ ..._11 11-._ . _. ._- -- --- --11.11------------------------------------------- --------_-.--------- -_------- -------- S ( OTHER TIHA LEE G) 40
-_ _ ROOM
- -_
q.. ---- _---- -_-_-- -_--=- 616.1.. ....... 1111. . ...--111.1 . -. _._..... ._. . .--. =_---.. - - -_11.11 __ __..-.- .. _ -_-- - _1.1.11._.. - - --- ---- - --- --- --
.. - ___..._ LEEPIN
_1111__..-._.. _ 11__11. - _....... ......._._........ _.. . .._.... . 1111 - -
c. _ ---
-� _ - - ----�----- --=-_.. 1111_ ROOMS S G
30
1.6..61. . .. .._..-. - - ---- __ _
__.._1111 __..
'-.. ...... -._._...-- ------------__--------_.-.__ -_--_-__-__ .. ...._.. ... 1111 .. 1111... 1111 -_ . ..........-... ................... .
........ . .... ...........
... .................... ..
--------- ....... ....... ......
s;.. --- . _1.111. - - --- - -- - - -- -- - -- -- - - --- -- - UAIRDRAILS 200
_____... 16661 I . _ .. _._.. __ . . - .-____.__.-..._ .-._.- --_-_.-_.---------------------_.______-.____-..._-_..-__---_.-_--_---- _�._---_-__.___---1._--_-_-___-_-___-___
. . . -.-_---_-._._-_._..- _------..___-.-_.__-..____...__._-.._.._-- ______-___11.11__.__. ___..__1.11.1___
-.------ ----- - --r---..._ _ ._....._..._ _ . 1_.........._ _.. _ _ -11.11_._..- _ -h- 1--
.___..._411__1. .._._.__._______..___.__..___.___-_.-________.1.._.._.___.________________.____ __.__.__.-_-__111_1. RCMOVE E%
..� ._-. 1111. 1.111.__.. 1111__1111.........................._.__.. ...,. ......._._. .._._................. .. 1111... 1111 ....._ ...1111 1111 .. 1111. __1111._.._ .._._ 1111._._
.� F .......... ..�.. WIND
1111..... .......... ...
IST.
____ -_-.___ ____-__-I_ REMOVE- I __--- I ._ ___..__ ___ _ ___-11.1_1 _ NEW CW 135 NEW CW 135 _-�- ..i_
1111 __ T EW 2436 D EW 2436 D __-__-_______�- -- .-
•. • ' '- -----WI DOW J - I--__--___ _-__-__ _____.._k-_---_ ---.-_- .--
OW
__ A 101 LO
. ----a -- _- ----- - ------ - - - ------------ - ---- --- ------ - - -------- -- ------ - F OR PLANS & NOTES
'. E<ST. INDOWS-NO AN S --
• N 30 9
1111... _ __11__11.. 1111.._ .. ________.
----_----._-_-._____---._-_-___--______-__.___---_.-_-___--_--__-____.-___-__I--_____-_-_-__--_._I___._.----_
_1__1_1_____1.__-_..�_._______.RAIL TO CODE____._..._-......__.._.._...__.....__._._...._...___.._._....__._..___._..............__........._._._-_._........._...___......_..._....._.__..___................_.........__..... RAI ....-________________________________-__---___._________ _-.-________-_______-_-__._-___ ___-_ -___ ________-_-_.--.. --_
-_.__._._._....-11__1.1__.-__L__. _1,111 _...._....._.__-__.._____-1111_._..... ..-1--1_1.11.......................
LTO CODE I- I A-201 EXTERIOR ELEVATIONS
.............. CONVERT EXIST COVERED PORCH TO PANTRv SPACE ..........._......_.._......._.._1111.„- --_11.1__1_.__1111.-111.1_____.11.11__. 1111..._111__1_........__.._-...________1__1.11.____.__-..._._........__._.._._...__............_._.-.._1111__.____._______._1111.__..- ._ .._. � -...�.�.._.............._...._. ._,_
.- _.. -______.-.______-___ __._____-___ __ __ _1... __ -__-__1116..___.__-___._ __ _ __ _ _ ____--._-_--___-_
.- -__-_---"-'--.-----'-'-""'-"-'---1111.._._ ....._ - __ 11.11 _.. ..... .. ..... .n 1111.. - 6161._ 611.1. . . ..........__6 ..1111........... 116,..... ....-. ... 1.11 .....-. -... ........... o .
. _-...._._-_....__-____-__..._.___.._..___...._......._................................................................. .... .. _.. .... .. __ _1111 __ ._. _ ____... I __11__11.__ ___..___.____-._.__ »_.._._.___._____.._______.__...____________._______.__._.___._.__1.1_____11_.____._____-.___-_._ __1___1 _1__1-.__1_____1_______________11.__-.-_ _____1____-_1_____1_1__.__.__.._________.__.___.._..._.-
...___..._________________.____-___11__1.1_-____.__..__-____..- _. _--._1.11.1 .- ... .... .. ..- _...-_-_...._..-_..._.._____._.___.__..__. __.___.._ _ ...._.______.____...__1__1_1__1._____._.___.._ ......_._._._.._11___11.._.-___1____1__11.____.___ ....._........._.............-...__....._..................._ ._1111-_._.6.6_.66__._..._....._.___._.._ .. .. 1 111 .... _ _ 1.1 11-_.-. -_1.1.1 1___ -. ...--. .. ._ 1.1.1_.1. ........-........_. ......__....._ ...._......_._.._. ...-.- -
...... ....._... ._..._..____..______._______.___._..__________ .. _ _. ..._ _. ..._ _1111_.. .. - ........ _11.1_1_ .. -. 1111. .. ... 1111 11___11_._.____. _..__ ._._.__...__.. .__..._.._._...__._._1_111 .__..____.__._ _1111_._1111._1111 .. ...........1111.. ........_ ._._...__..._.__._.._.__.._..._.._._._.___._._1111-_. ____1__11.1_.___________._____._____________-_.____-.._.- __.___________----_-__________-__________.-_.__-._ -__.--._
1
. I �
. I � I I I I I I I I I I I I
I 11 I I I I I I I 11 1
I L -1 L -1 LJ i I I L -1 I ; ELEVATIONS
• -1 I SCALE AS NOTED
- - - - - - - - - - - -
- - - - - - - - - - - - - -] - - - - - - -I I
. I I I SEAL: DRAWING #
- - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - � ��OF NEW y,
- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -
EAST ELEVATION (REAR) NORTH ELEVATION (SIDE) " *
REV. 1. 6.16 REV. 1. 6.16 r ,��'� �' w
REV. 3.31.16 REV. 3.31.16 �" z
2� �4� �� A 2 01
FoAo. 017
ROFE SS",`3
. : 2 OF 2
RESIDENCE
-
TRUSS PLACAR®IMB F1EQU' 5 9 5 P E Q U ASH AVENUE
CUTCHOGUE N .Y.
5 EXISTING: SINGLE FAMILY RESIDENCE
�2 SCTM# 1000- 103-7
i i\T
Al' ZONE R-40
111 I 1 P Al'
7i s ' PPI ISO,' THE
FO PROPOSED:
P. ;;� \tJ •fE CONVERT EXIST. 30 SQ.FT. COVERED PORCH TO PANTRY SPACE.
REPLACE EXISTING WINDOWS
2. r REMOVE NON-BEARING PARTITION WALL BETWEEN KITCHEN & DIN. RM.
3.
¢ i WIDEN DOORWAY TO KITCHEN
"TRU IIC1N l`JIJdT ADD BATHRM. #2 AT 2ND FLOOR.
C.« RENOVATE EXIST. BATHRM #1 @ 2ND FL.
ADD CLOSETS AT EXIST. BEDRMS.
RI: N `,'T ; Of-THE COLDES OF NEW
Y(; 4. f_)'I' ''ESPO; SIBLE FOR
COPA J'f;UCTION ERRORS.
r-LINE OF EXIST.ROOF
- 53
NEW 2436 DH NEW 2436 DH
1-3/4"X 11-1/2' 1-3/4"X 11-112' '
LVL HEADER TYP. LVL HEADERTY du
ADD SHELVESL COF
ENCLOSE EXIST. • 5
R, !:-
( ,�I ! i O1�II�J CODS
ROOF BELOW AS . iI-��UI�� y /., - - of EXISTING PROPOSED
• COVERED PORCH R.
EXIST.PWDR.RM 4
I F/ PANTRYATE NEW I NEW 2436 DH !f J 9 :'.
+ Z '� I - 4�l 1 ST FL. 8 90 SQ. 9 20 SQ.
�-�3-t! 1-3/4'x tt-t/z^ a-•-�...o....�., �i�,., J. I�iV 1" L
ti OQ D I I REM 1E LVL HEADER TYP. �-
/. EXIST. r
3'-0" �' '-8q•' REMOVE EXIST.WINDOW NEW 3049 DH WINDOW NEW 2436 DH REMOVE EXIST.WINDOW REMOVE EXIST.WINDOW �r�o,...,....�.a.„.e„�., 5(J:. y �'l� I�1 - `l, I OAR�l 2ND FL. 73.4 SQ. 734 SQ.
REMOVE EXIST.EXT. 1-3/4"X 11-1/2" 1-3/.
M DOOR. ADD NEW 21"WALL O VyALL CAB.WALL LVL HEADER TYP. INEW
^71�
4 N 2-1-3/4"X11-i/2" CAB. b LINEN 20 LVL H 60 I 734 S
n1 '�dl_TR11�' r S SQ 734 SQ.
734
a Q LVL HE TO OPEN. 30"RANGE I CLOSET -Fs „6 n �1i O - .T- , CELLAR 7 4 S
O O d _ I _
Y '� �`' LINE OF TRAY CEILING
' 21'RASE 24"BA E � REMOVE EXIST. 2•-gl 1- ter' 1• 14'-�" a -
3 \DIN.RM.DOOR o I 2 I 2 GARAGE
374 SQ. 374 SQ.
3 3 0 I I � o II a I BATHRM. #1 i DECK NA
r r w m REMOVE EXIST.BATHRM.WALL _ ,_ C .. n 8 p 4q�"�p �9 NA
om KITCHEN ENLARGE BATHRM. I A V.FJr. {0!f 1 E 11.d rt>s
oQ ADD NECABINET$ V III O u / .' RHOWVE T I I I ,, S g n..o• a i q 8 �� `9JZ
rest START
o p DRAFTING/PERMITS: p
w w z O p ADD E LAV. LAV. E,' n a , G
x` DINING ROOM I _, _ \
m= I �: *' SOUTHOLD NY 11971
><� N "' ��> �s I \ BEDROOM #1 � PO BOX 49
U N
V m V m F�f� n %
RELO TE BATHRM.DO F
w�> x 'b� ��,G 1�3 l� -
631-294 4241
y z ( NEW 'vl
x ,„ SHOWER
ox
O
z m 3 a aI x I \NEwkLAv//;\BATHRM. #2 V Ir..
p U 36"REF. .: •o
U w m m Q / COI,VERT HALL CLOSET
TO ATHRM, k2 O \�_»i o
m WIDEN WALL CAB ABOVE NEW 2-1-3/4"DOORWAY&1 ADD ¢ry m I I = \a I +s. \ w, w I r r'~. :� ,l-�11 G,� JUNE 23, 2 015
LVL HEADER oFITF
I s' x w
o xo w3 d= I r ;31•G DECEMBER 22, 2015
s > EXIST ST IRCAS
T_
'81 3 of i �d / \ + +s mJ 4..
Z J I JANUARY 6, 2015
_ EXIST.CELLAR 1TAIR ti I o H � ti e' I
2• `w ON. 13 RI ERS TO FI ST FI OOR
DN. 13 RISERS 8" 'O,� 3 U O REMOVE EXIST. -
TO CELLAR s•s I _ a WALL 8 CLOSET DOORII
-84 .BUILT-IN CAB. E77XIST.OPENING&HEADER-NO CHANGES
RELOCATE ENTRY Td- I I CLOSET ^ CLOSET I PLUMBER CERTIFICATION
f BEDRM. S 1
_ _ _ _ ON LEAD CONTENT BEFORE
' WIDEN DOORWAY&�D ._81. � I
1/2 WALLS W/SHELVES BELOW Z
NEW 2-1-3/4"X 11-1/2" POSTS TO HEADER ABOVE Y
CERTIFICATE OF OCCUPANCY
- - / RrT,n,lP STOF?P4 UTTER RUNOFF
O 0 I CHIMNEY ADD NEW CLOSET WALL 'v } SOLDER.USED IN WATER r UR�,!,,q���T TO CHI`1PTER 236
LVL HEADER
LINEN � +6 0 _
/ L- - -
EXIST.MA$ONRY F.P. / I m REMOVE WALL TO EXPOSE 2�s // IS•�UP,P�.r�..rYyS�Yy� T/E�'11 C 41416VG1T _ GF TIriE T0�"JN CODE.
U BRICK CH CHIMNEY
+E• o // I EX ,y`i✓2 0`�F r D.
- - - - - _ - - - b/�rLm.
i•, m0 w I N a0 `s, -V.
J U I I h FF
CLOSET ¢o x o .. ..
w I /
J I /
�; w ¢I 0 / I P!_iJMBING
g WASTE
BEDROOM #2 I / IpJiJG
LIVING ROOM N LL ' ENCLOSED PORCH I I ; I
� ROOF BELOW
I
w w WI NO CHANGES
. I I00 o
u3 3-2 22'-21"
E✓ HOME OFFICE I \\
I_. m
Wil \ I
- - _LINE OF TRAY CEILING - - I I I m 3
CLOSET +6 0 -l\ I - - - - - - - - - - - - - - - - - - - - - - - _ - - _ \
LINE OF TRAY CEILING
O }� \ I 12._6.. 1.
ti o \ I
NEW 2449 DH NEW 4049 DH NEW 2449 DH
I NEW 3046 DH NEW 3046 DH NEW 3046 DH NEW 3046 OH \
J
2-1-3/4"X 11-1/2" EXIST. I I 1-3/4"X 11-1/2" 1-3/4"X 11-1/2" \
/ LVL HEADER TYP. .- 28 X54
_ BLUESTONE STOO \ WD.DH.TYP. LVL HEADER TYP. - LVL HEADER TVP.
/ \ LINE OF ROOF
/ NON-STRUCTURAL COLS. \ FIRST FLOOR PLAN
r I I SECOND FLOOR PLAN
LINE OF EXIST.ROOF ^° REV. 12.2 2.15 REV. 12.2 2.15.
m REV. 1. 6.16 REV. 1. 6.16
w
m
a
Z
DESIGN CRITERIA:
PRESCRIPTIVE AS PER NYS RESIDENTIAL CONSTRUCTION CODE AND
AF&PA WOOlD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS
DESIGN ROAD CALCULATIONS (LIVE LOADS PSF)
EXTERIOR BALCONIES 60
DECKS 40
ATTICS W/O STORAGE 10
ATTICS W/ STORAGE 20
ROOF (GROUND SNOW LOAD) 20
ROOMS ( OTHER THAN SLEEPING) 40
ROOMS (SLEEPING) 30
STAIRS 40
GUARDRAILS 200
ELECTRIC SYMBOLS SYMBOLS ABBREVIATIONS NAILING/FASTENER SCHEDULE CONSTRUCTION NOTES GENERAL NOTES
ADJ ADJACENT NIC NOT IN CONTRACT 1. All work shall conform to the requirements of the Residental Code of New York A- 101 FLOOR PLANS & NOTES
4-
RECESSED CEIL. FIX. EXIST. WALL ALUM. ALUMINIUM 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade.
OC ON CENTER PROVIDE MSTA30 OR EQUAL State, County and Town Department Regulations, Utility Company requirements and
2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. A-201 EXTERIOR ELEVATIONS
APPD. APPROVED OPG. OPENING METAL STRAPS OVER RIDGE p y best trade practises.
C - - DEMO. WALL TO ROOF RAFTERS @ 16" OC
D DOOR OPER. SWITCH SRO. BOARD TVP. NOT APPLICABLE IF 3. SIII plates shall be preserved, treated wood and be installed above a 16 oz.
PL. PLATE 2. Before commencing work the Contractor shall file all documents required by the
BRK. BRICK COLLAR TIES ARE PRESENT.
PLUMB. PLUMBING copper termite sheild. Building Department, pay all fees required by local agencies and obtain all required
F REG. FAN & LIGHT NEW WALL BOT. BOTTOM 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
PLYWD. PLYWOOD permits.
SD COMMON @ 6" OC @ 4'-0" PFIM9TER ZONE
CL CENTER LINE 8D COMMON @ ,2• oc @ PANEL IELD with the New York State Building Code and manufacturers specifications.
SWITCH ADD INSUL. @WALL PT. PRESSURE TREATED 3. The Contractor shall visit the site and verify all dimensions and the existing
8D COMMON @ GABLE ENDWALL RKE
CLG CEILING 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed
PNT. PAINTED REFER TO TABLE 3.8 WFCM - SB conditions affecting the work prior to construction. Any discrepancies which would
WALL SCONCE <1 }-- WALL TYPE COL. COLUMN u on by an engineer and certificates shall be issued statin same.
\/ PVC POLY VINYL CHLORIDE 6p. Unless otherwise noted all framing and structural wood components shall be interfere with the satisfactory completetion of the work described herein shall be
CONC. CONCRETE g p
O DOOR NUMBER
CONT CONTINUOUS RCP REFLECTED CEIL. PLAN #2 or better Douglas Fir. reported to the architect or property owner. Do not start work until such conditions
GFI GROUND FAULT OUTLET REQ. REQUIRED - PROVIDE 8 - ,00 COMMON NAI 7. All framing techniques and methods shall be as prescriptive design based on have been examined and a course of action mutually agreed upon. Failure to notify
CT. CERAMIC TILE EACH END OF COLLAR TIES T
RM. ROOM iz PLvwD. SHEATHING
AF&P Wood Frame Construction Manual for One and two FamilyDwellings (WFCM) the owner or architect of unsatisfactory conditions will be construed as an acceptance
SWITCH OPER. DUPLEX O WINDOW TYPE DEMO. DEMOLISH PROVIDE NTSIMPSONHURRICANE
H2 E HE OR 6D COMMON a 3. OC EDF g
SIM. SIMILAR EQUIVALENT HURRICANE TIES oras specified in R301.2.1.1 of the conditions to properly perform the required work.
DIA. DIAMETER TO SECURE ROOF RAFTER 6D COMMON of 6" OC FIED p
SPEC. SPECIFIED PLATE AND WALL FRAME. 8. All building envelope components shall comply with Chapter 6 of the Energy 4. All work is to conform to the drawings and specifications of the architect and
UNDER CAB. FIXTURE MW-1 MILL WORK NUMBER DR. DOOR STL STEEL Conservation Code of the State of New York. engineer consultants. FLOOR PLANS
DWG. DRAWING T & G TONGUE AND GROOVE PROVIDE slMPsoN LPTn OR 5. The Contractor is to maintain a complete and up to date set of plans on the
FINISH NUMBER EA. EACH EQUIVALENT TO TIE RIM BOARD 9. Fireblocking shall be provided in all wood framed construction in accordance
APPLIANCE OUTLET F -1 TEL. TELEPHONE TO DOUBLE PLATE_ TYP. with NYS Code R 602.8 to form an effective fire barrier between stories and job site at all times SCALE AS NOTED
ELEC. ELECTRICAL TO. TOP OFA 6. The drawings are not to be scaled under any circumstances.
QUAD OUTLET A -1 APPLIANCE NUMBER ELEV. ELEVATION between the top story and roof space.
EQ. EQUAL TYP. TYPICAL 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures
10. Protective panels shall be provided for glazed openings in accordance with L: DRAWING #
SECTION MARK LINO UNLESS NOTED OTHERWISE PROVIDE SIMPSON H6 OR NYS code R301.2.1.2 if the are required. including storage and toilet facilities protection of existing work to remain,access to
S SMOKE DETECTOR �� EXIST. EXISTING y q Cj �`'�`
VIF VERIFY IN FIELD EQUIVILANT TO TIE WALL STUDS work area, hours of permitted work,availability of water and electric power and all ,�� fp''
EXT. EXTERIOR OF BOTH FLOORS To PLATE & 11. All portions of the new structure are designed to comply with local geographic OE-f� �
C CO2 DETECTOR EXTERIOR ELEVATION W/ WITH BAND JOIST @ 16" QCT other conditions and restrictions for this particular location in order to execute the
GALV. GALVANIZED and climatic criteria as stated in the following table. s,
WD. WOOD PROVIDE SIMPSON H6 OR work in a careful and orderly manner with the least possible disturbance to the public. � , �# �
GWB GYPSUM WALL BOARD EQUIVALENT TO TIE WALL STUDS 8. The Contractor shall make the neccesar arrangements to utilities and services + } :
CEIL. FIX. �- ELEVATION MARK WP WATER PROOF TO PLATE & BAND JOIST @ GEOGRAPHIC & CLIMATE DESIGN CRITERIA y g r � �
HVAC HEATING, VENTING & OC TYP. temporarily disconnected while performing the work as required. '„ ?� z
O AIR CONDITIONING PROVIDE NT TOO I LPT4 OR GROUND SNOW LOAD 45 s 1 9. The Contractor shall provide all dimensions and cut-outs for other trades. �" ?✓"a
INTERIOR ELEVATION EQUIVALENT TO TIE RIM BOA p 2 A
101 INSUL. INSULATION TO SILL PLATE PLYWD. FLOOP, SHEATHING WIND SPEED 120 MPH 10. The Contractor shall provide proper shoring and bracing for all remaining structure J'F
INT. INTERIOR 8D COMMON 0 6 OC EDGE I prior 8D COMMON 0 12" OC FIELD SEISMIC DESIGN CATATGORY B p or to removal of existing structure. �A� �
LBS POUNDS WEATHERING SEVERE 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed
MAX. MAXIMUM
PROVIDE ASHER PIU Ts INCH R FROST LINE DEPTH 36" persons who shall arrange for and obtain all required inspections.The General
MO. MASONRY OPENING BOLT
TROTIE SILL PLATE 10 Y FOUNDATION TYP TERMITE THREAT MODERATE TO HEAVY Contractor shall be responsible for scheduling all other inspections as required.
6'-0" OC FOR 1 STORY, 3'-0" FOR
• MIN. MINIMUM 2 sroRlEs. ,z" FROM CORNERS & DECAY SLIGHT TO MODERATE 12. The Contractor is solely responsible for construction safety and shall hold the � O F
MR MOISTURE RESISTANT OPENINGS AND BOLTS TO BE MIN. WINTER DESIGN TEMPERATURE 11 owner and architect harmless from liti ation arisin out of the Contractor's failure to
12" DEEP. g g
MW MILLWORK FLOOD HAZARD AS NOTED provide construction safety means and methods.
RESIDENCE
595 PEQUASH AVENUE
CUTCHOGUE N .Y.
-- _--- - _.__ ..
EXISTING: SINGLE FAMILY RESIDENCE
_--. - ____=_=_--___-___-- --_-- ..
ZONE R-40
PROPOSED:
.,--�-------------
�.-- - ,_..«.._...d — ......... ........... ...... ..... ... EXISTING ................. _._ ... _.._.._ _ _
_ _ - CONVERT EXIST 30 SQ.FT. COVERED PORCH TO PANTRY SPACE
............... REPLACE EXISTING WINDOWS
------ ---------------
"--------- ---" ---------- -- --
=--- _._.__.._.....-._ � EN & DIN. RM.
_ ._ ... . ................ .. ........ _...-_-._-- -.---.-.--.----__.._.____—__ __.___—._.___ WIDEN DOORWAY TO KITCHEN
.. , „ w, ., _;,,,,,,,,,,,,,,,,,,,,,,,m ,n, ..., . ,
— ADD BATHRM. #2 AT 2ND FLOOR.
...
--- -- - ------ _ - --- - _ ----------- -
• _ ATE EXIST. BATHRM #1 @ 2ND FL.
_. --- �___ -.-.--.,__.,_. �,_„_._. __.,_ ,.,: - _ - — DD CLOSETS EXIST. BEDRMS
.... ........................... .... ... ..
_____.__.._..__._..... ... .. ....RCMOVE E%I,T.
._........... .. ... .......... .. ....... ......_......_. WINDOW. ... ..... _. ....... .......... .... ..... ......... ... .._....... .__.._ __________.___•_-__
DE------------- F][ E [11 �]El
NEW 3046 DH ------------- NEW 3046 DH
_ -- EXISTING PROPOSED
---- - -- _ - _._.__...._ ._..._._. -- - --- - - ------- -
890 Q1ST FL 920 SQ
- 2ND
_.__. ------------- ---- ---- -- --- - ---__ -_._ _.._ .------_ ------------_._ ___--- - --- - ----- N D F L. 734 S Q 734 S
Q.
------- - -- ------- ATTIC
A 201
734 SQ. 734 SQ.
....._....NEW NON-ST UCT RAL COLS.-. - _.....__ .....__. ...... -
___---................ _............_. _ GARAGE 374 SQ. 374 SQ.
..____.____________.._.__. ___________ _______._..__. __.._...._... W 2449 D NEW 4049 DH W 2449 D _.__.__._________.__.___._ E<ST. INDOWS-NO AN S E%IST.WIND VS-NO CHANGES ______________---------
..____.___.......__..-___............. _..__._....._._..-.__........_._____._ DECK NA NA
_.. .............................. NEW 3049 DH ....... ..............................._. NEW 3049 DH
NG/PE press START
__..... _._. ..._....
PO BOX 49
..__-----__. _........ _... _.____ _.__ _..__. ------
____-----__---------- --------
_ _._..- _.... ....._..._ _._... ...... ..._ ... .
• 631-294-4241
' NEW BLUESTONE STOOP............. ............ ................... ............ .......... --------—------- ---------------IL
f
JUNE 23, 20 .15
I DECEMBER 22, 2015
JANUARY 6 2015
I I I I I I
I I I I I I
I I I I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - _ _ - - - - - _ - - - - - - - _ - - - _ - - - - _ - - -
• WEST ELEVATION (FRONT) SOUTH ELEVATION (SIDE)
1/4" = 1'-0" 1/4" = 1'-0"
77
' REV. 1. 6.16 REV. 1. 6.16
. .........
_............._............._....______...._...._.____________.___.. EXISTING
..... ... ..... ......---ter...-,-- , ._,�.-°-�--,
- .. .. ___-__� _ .__- _-_
DESIGN CRITERIA:
_ __----�_______.__ _. ________.__ _ ____.L_-- PRESCRIPTIVE AS PER NYS RESIDENTIAL CONSTRUCTION CODE AND
-- ------ - - -- - -- - _ - I ._... RE�DVE EXIST:..._I_ .. ..--------------------------- ------ REMo�E Ex ST— - - ---- ARES WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS
.._ .. _. .... .. _ .._.... .._.... .....I. ......_... .. .......... ....... WINDOW ........ .. .............
............. ..._.REMOVE___.__ ...... ..._......_. ... _.. _....Li WINDOW ... _ _ ..... .. ....
.............
�. ..._..._. REMOVE.._..-.__.._.__ ... EXIST. ...____I.-_.______.________ - ._ _ _.I..... .. ..I'.._..._._._ ................. ............. ... ... .._...... ...... .... ........... ._.. _.._.. __.._.._._____ DESIGN
. I ....E%IST. I' .... _. ...__. ._.. __. ._I__ ._REMOVE __.._._. _._.__. .....__-WINDOW I -----------------i_._ ---------........._..._.-. _. .._.._._...... .. ....._... ..._... - I ... �... LOAD CALCULATIONS (LIVE LOADS PSF)
. .. EXIST NEW 2a 36 DH _.__._._._.__._.____
WINDOW ._.._.. .... ... _ ..._ .... ... ... ....... .......... _ .__. ..
-------------L'---------- _ ----I------- - � __ ......._..........._f........ wlNDow - --. 1 - ._._...... I ..... ....... __....__. .._ . . __L._.__ . ._ .J . ......._..._ - - ----------------------- --------------•---------- —----- EXTERIOR BALCONIES 60
..... ..... ...... . ....I - __ -I ... __ _..._..�._... - .._.._.._._......- _.- -- -.. ... _� __...._ . ... _._.. DECKS 40
� —— — � NEW 3046 DH _... ATTICS W/O STORAGE 10
-- — ------------ - --- - --..--._._.... --- - - - - - -- -------- -------------- - -- -__— - --------- ---- ---- - ------ _..-----
ATTICS 1N/ STORAGE 20
_ ....--...._._ -------_—._-- —..___----_--_—_ --_--------..______ ROOF (GROUND SNOW LOAD) 20
-"" -- _ .._.__ _ - ...:._. _._ N SLEEPING)ROOMS ( OTHER THA G 40
- _ _.. (SLEEPING) 30
_� -- -
__. .__ -.. _...___....._ ----- ------------ - ----- - GUARDRAILS 200
_ "_I.. R M ...I.. ....
.- ................. ....... ......._..._._ .. .. ...._.. ___..___ _..._____._._.._.....___..._____.__._____.__..__ WINDOW
.. I ____REMOVE_____�____.__ _---____ _ .____ NEW CW 135 NEW CW 135 __... _. __ __—
_
EXIST. Ew 2436 D Ew 2436 D
WINDOW--____
_
_... - ----- ----._
__-- ......__ _... _._._. . _......... _.-. __--------__.-_- A- 101 FLOOR PLANS & NOTES
. E ST. INDOWS-NO AN S __.. I.. .. .I_. _.. .. .._____._._ ... .. .... .. ... __ ... _...... ......_.._ ..._..._._ ........-... ________.___----------------- __________________.___—______—_—_
... .... 1....... ... .......... .. .............. .......... .._..._......._.. ....___... .. ...... .......... ......._.......... ......_...... .......................... ___.
---------- ------------- ............ 1_ -- --.. . ::�:_ --- --._. . ... .-. ._. . ......._..._..... ..._...__.._........... ..................._...._. -----._ ..- ----- ----- -_----------'--'----------------_ _---------------------_I _ -__... -----._..I_---_-_.__ A-201 EXTERIOR ELEVATIONS
LEVA IONS
. J CONVERT EXIST.COVERED PORCH TO PANTRY SPACE ...... ................ ......_......... .......................... ._ ........ .... _...._. ____._...._...._._.._-_-------- __._..._____.__._.._...__. ._.._..........._.............._._ __. .._ ... ...._ ............... ..... ..._.......L.-.....�...—
__..._ ....__.. ...._.._ _. ........ ..................... .. ........ ....... .......... ... .. ......... ..._.. ......_. ..... _...... ...._.__..... ._......__.____....__....__..___.._._.. _._.___...._......._..__._...._._ ..._........._......_..._......_..._.__.._.__. .....................____..__..._._.______..... ...._..__._.__ ...._...__._____.__._ __.__.__.___.___......_. _. _
I i i I ELEVATIONS
�1 I _ _ _ _ _ _ � - _ _ _ - - I SCALIE AS NOTED
I S L: DRAWING #
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Or-----v.
�P� � •DEE-
EAST
E�-kp
EAST ELEVATION (REAR) NORTH ELEVATION (SIDE)
1/4" = 1'-0" REV. ELEVATION
n FF'
REV. 1. 6.16 �, y✓'g z
RpF S1�
2 OF 2