HomeMy WebLinkAbout41126-Z T•
F04, Town of Southold 4/7/2017
0 P.O.Box 1179
0
o • 53095 Main Rd
��rjpl �ao� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38893 Date: 4/7/2017
THIS CERTIFIES that the building ACCESSORY
Location of Property: 465 Bailey Ave, Greenport
SCTM#: 473889 Sec/Block/Lot: 34.-4-7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/18/2016 pursuant to which Building Permit No. 41126 dated 10/31/2016
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:
ACCESSORY SHED AS APPLIED FOR
The certificate is issued to Galowitz,Cara&Golddfarb,Anders
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41126 04-05-2017
PLUMBERS CERTIFICATION DATED
th Signature
�untK�, TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41126 Date: 10/31/2016
Permission is hereby granted to:
Galowitz, Cara & Golddfarb, Anders
77 Fulton St Apt 26G
New York, NY 10038
To: construct accessory shed as applied for.
At premises located at:
465 Bailey Ave, Greenport
SCTM #473889
Sec/Block/Lot# 34.4-7
Pursuant to application dated 10/1,8/2016 and approved by the Building Inspector.
To expire on 5/2/2018.
Fees:
ACCESSORY $204.00
CO -ACCESSORY BUILDING $50.00
Total: $254.00
e
in spector
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.
New Construction: V Old or Pre-existing Building: (check one)
Location of Property: - 4re7- l Z E L7- ,t jV 47
House No. Street Hamlet
Owner or Owners of Property: ' /Ze94 egAL014J I"7';� �y� Q C—R-Y
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. �C �� Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
pplicant Signature
pE SOU�y®�®
Town Hall Annex AL Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 roper.richertt'a�town.southold.ny.us
I�COU ,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: GalowitZ
Address: 465 Bailey Avenue City: Greenport St: New York Zip: 11944
Building Permit#• 41126 Section: 34 Block- 4 Lot: 7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: All Pro Electric License No: 33703-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 60A A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 2 Twist Lock Exit Fixtures TVSS
El
Other Equipment:
Notes:
Inspector Signature: Date: April 5, 2017
0-Cert Electrical Compliance Form As
66� OE SO!/lyo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] OUNDATION 2ND [ ] INSULATION
[ ] RAMING STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: D
DATE Y INSPECTOR
l Y y� g SOUTyo
ll`
�yc0UNT1,�
TOWN OF SOUTHOLD BUILDING. DEPT.
765-16®2
INSPECT1001" N
[ ]
FOUNDATION 1ST [ ] ROUGH PLRG.
[ ]
FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ FINAL (50-CA)
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: -1 S ID � re, 9 ew !r
DATE 3 INSPECTOR
Of SOUjy��
TOWN OF 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 INSPECTOR
r
♦ t.7
FIELD INSPECTION REPORT DATE COMMENTS
Dog
FOUNDATION(IST)
H
----------------------------- -- -- .
ca
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'FOUNDATION'(2ND)
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ROUGH FRAMING& y
PLUMBING ,
INSULATION PER N.Y: ' 3
STATE ENERGY CODE
If
1 0RA�l1 r1li &Aslnlr 44
G Y .tvs l D'W►1 i�— S vl r
FINAL
ADDITIONAL COMMENTS
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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. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit '
Examined ,20 Single&Separate
Storm-Water Assessment Form
Contact:
Approved '20 L Mail to: D��1L
Disapproved a/c
Phone:
Expiration �5 20
D � Bu' ingnsp ector
OCT '2016 PPLICATION FOR BUILDING PERMIT
Date r®��� , 20�
BUILDING DEM INSTRUCTIONS
TOWN 01,1+SOUMOLD
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. I ,
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18,months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing_,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or,demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises �`; /Iew �/�f_eLJl
(As on the tax rol 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:
House Number Street -'` UHamlet
County Tax Map'No. 1000 Section Block , �' 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
b. Intended use and occupancy %� '�L i��7`7�� `-����
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work�liC
Tescription)
4. Estimated Cost ,�,� l� Fee f�� �- ¢ C
(To be paid on cling this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front tn I I� -a,r
.�,. �---
Depth Height Number of S �ri5`
if, r l
Tj.ury {� Y ]. i.. ..•
8. Dimensions of entire new construction: Front f 6 4 Rear / Depth c l 7i
Height e::W Number of Stories l
9. Size of lot: Front Rear sU Depth
211411 11�1�11
10. Date of Purchase � �t� Name of Former Owner iC'll (1l5�,
11. Zone or use district in which premises are situated
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 v,-'NO
14. Names of Owner of premise ress_72i1 MW Phone No..412-,669 245y
Name of Architect 1 G��Lr Address�,B 3, 16 Phone No_K,5, ! • 4??-d4
Name of Contractor Address —Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE, EQUIRED.
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, witli 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 9!
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS: „
COUNTY OF
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 knowled e and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn o before me this
day of OC�V ,60— 20 4G
CONNIE D.13UNCH
Ar-� J�&A Notary Publio,State of New York
Notary Public ®•0 1 BU6185050 Signature otApplicant
Qualified In Suffolk County
�
Commission Expires April 14,2-M
4-
Scott A. Russell
° ' � ST0]KMWA\T]E K
SUPERVISOR MA NA\G]EMUENT
SOUTHOLD TOWN HALL-P.O.Box 1179 7
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o 6 d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOZES THIS PROJECT INVOLVE ANY OF THE -FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
[:]6jA. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ROB. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑VC. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑6eD. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑SeE. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑[RF. 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 O er, esi Professional,Agent�jContractor,Other) S.C.T.M. # 1000 Date-
NAME ' N C/C`�►�"�C� 54 D�t
�®
lSsne,ure, .ze<. ('Section Block Lot
/ l CC11 DING DFP/1Rii 1E1N { L-4-
- O.M.I "ec;
Contact Information t` r r� � NAfia
Reviewed By:
— — — — — — — — — — — — — — — — — — Date
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — —
_ Approved for processing Building Permit.
?IoE Stormwater Management Control Plan Not Required
`�� `� � ❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review)
FORM * SMCP-TOS MAY 2014
May 18, 2017
Town of Southold Building Dept.
Town Hall Annex
PO Box 1179
Southold NY 11791
Dear Inspector,
am submitting the post installation letter for:
65 Garden Ct, Southold
Permit #41127
If there is anything else you may require of me, please do not hesitate
to contact me at the phone number below or via email.
Regards,
&ins 6*one
Gina Capone
631-835-7394
gcapone@solarcity.com
gvv[,'
BUILDING
TOWN OF L
'9,3'mckic°f';bil" y ,,' ik, 1. 4L'zarpj:miar;e' f'I1788 i (631j 6"'b 9800 (8818) ",Fal GIG f t {63 1) "% -a.f'1f 1G sokl rcdycoin
Town Hal!Annex Telephone(631)765-1802
54375]Main Road ax{631)765 5 2
P.O.Box 1179 ro er.richertCJown souffio�d ny us
Southold,NY 11971-0959 '®l '�®
BUMDING DEPARTMENT
`OWI OF SOUTHOLD
APPLICATION FOR ELECTRICAL. INSPECTION
REQUESTED BY: W19111 -. rP R 0 l C C. Date:
^.ompany Name: 11 P(L
name: P ow
-icense No.: 33403
. address: '
P. 0, Q 0 2 93 Ue 0 U'C Y 11 31
hone No.: o CC 6 3 12 41 0 0 S Ce 9' 3 GO 3 /
10I3SITE INFORMATION: (*Indicates required infbnna#ion)
Name: CatQ. Edo w +2. .
Address:
612 V C h u1c. TCcn or737
Cross Street:
Phone No.: U
'ermi# No.: q11 Z
ax-Map District: - 9000 Section: Block:
31RIEF DESCRIPTION OF ORK(Please Print Clearly)
( _ CuoC1 'h 2 0 rn C one, o
-
'1ease Circle All That Apply) .
s job ready for,inspection: ES/ 0- Rough In Fin
)o-you need a Temp Certificate:
YES/ NO
amp Information(if needed) ,
iervice Size: 1 Phase 3Phase 100 154 200 300 350 . 400 Other
dewy Service: Re-connect" Underground Number of Meters Change of Service Overhead
9di#ional Information: PAYMENT DUE WITH APPLICATION
.82-Request for Inspection Forin
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AREA: 12.058 S.F. OR 0.28 ACRES EtEVLnoN OATIgF�` _� —
UNAUIWORIZED ALR;RARO!OR AD07RW TD UDS SORWYLS A WMAMN O•SECRW 7109 G'ULE NEM•TOR"STATE EDUCARON LAM. CORES cF 645 SATYEY
YAP WOT REARBJC THE LAID SURIi'IUR�S E]1805SED SEAL SMALL ROT EfE COV57DEAFD 70 Ant
VALID mwCOPT: GDARANiECS A.sdOf Rp*MUM SHALL RIM
ONLY ID U/£1;TtWA1 FOR MHpf IFA?SURMeY S PREPARED AMD W!DS EiElTuF 70 UIE URE COMPANY.WO Vffif r&AWACY AND LEKTM 0617RMON
V310 HLREO%ARD TO INE ASSIpUEES Or Pq LFIOM WSUWOM.OWRANMM ARE NOT Mm fERA&E.
1RE QFSCIS GR DYK7r57PWI5 S Vw MWay iROW U!E PROPERLY LWFS 70 ve SmEcn W.CS Aw FGL A RVOW PUMM AAV USE UKFIFfOtE IWY ARF
ROT WIVOW To AO MAIMr W AWPERTY LINES 09 TO PME TME ETECUW OF FENCES AUPROVAL SnMeT tWES 07 ASD ODn NPW KMEN78 EASELA7Y75
ANDIM SVBAfRFAC£SRMUQRM RECORDED OR MWCOROLO ARE NOT OUARAMEEO U1"W MrSCAILY EWOEWT ON THE PRLU93 AT FW RYE:OF SRL£Y
SURUEv ar.PART OF LOT SEL LOT 17 h PART OF LOT 16 CERTIFIEO TO: CARA GALOWITZ:
MAP a:BUCKLEY FARM ANO RS GOLDFARB•
f,LM:SEPTEMBER S. 1914 AS /298 FIOEUTY NATIONAL TITLE INSURANCE CO.:
SITUATED AT:GREEMPORT
TOWN OF:SOUTHOLD yff-a Hit wimu 6 Als,
SUFFOLK COUNTY. NEW YORK J IW&dSurnjbgmad Demigm
p.0. Hoz% Ma1Tt11wk.Now York 11968
FUE 1 10-53 scALE:1"= 20' DATE MAY 24 v S tic, ZO10 ram(01)us-Im m(til)ne-1Ue
A. c Rem"r rbl.tat.t U. f aLun a mry
" TOWN OF SOUTHOkD PROPERTY RECORD CARD
N • '` _
W OWNER STREET VILLAGE DISTRICT SUB. LOT'
Q i ►�' d � /
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OT IR OWN E f Ng E0, ACREAGE
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S W TYPE OF BUILDI774
Nfi
RES. /6 SEAS. VL. FARM COMM. IND. ' CB. misc. Est. Mkt. Value
o LAND IMP. TOTAL DATE REMARKS
In rfr 0
a a
0
F- 200 3 7-1 ? S 41-fZ72
D
Ln -700 Sot fAb 7
+ O - u nf wl z
AGE BUILDING CONDITION
NEW NORd AL BELOW ABOVE FRONTAGE ON WATER
Farm Acre Value Per Acre Value FRONTAGE ON ROAD 00
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Tillable I BULKHEAD
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Tillable 2 DOCK
Tillable 3LO
Woodland `
Swampland -
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m House Plot
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1A
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A Bldg.! L ;Z !Z 12
L4 Floors
Busernent 0."
Extension
Ext. Wallis Interior, Finish
LO Extension
Ln
� Fire Place Elect
Extension Zo
LID
r- Porch I Roof Type
LO
Porch S Rooms' I stO?FIoor
00 Patio Rooms 2nd Flobr,4.
Breezeway
CN Garage! L?0 Y, Driveway Dormer
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CD O. B.
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RECONSTRUCTION
60� cl DESIGN CRITERIA: OF AN OLD SHED
W
GROUND SNOW LOAD - 45 PSF.
OQ WING AREAS AND DECKS - 40 PSF.
9� REMOVE SLEEPING AREA - 30 PSF,
WIND SPEED _ 130 MPH W
— — —
EXT'G CONC. FLOOR SEISMIC DESIGN CATEGORY B
OF BURNT DOWN WEATHERING - SEVERE Q
PP ® EDA ®T 1920's GARAGE FROST LINE DEPTH
TERMITE - MODERATEE TO TO HEAVY
DECAY - SLIGHT
DACE: B.P. ;_ ICE SHIELD UNDERLAYMENT REQUIRED - YES
Eo 9
FEE: BY: PROPOSED SHED DESIGN IN ACCORDANCE WITH AMERICAN FOREST
PRODUCTS OOD TRUCTION
NOTIF BUILDING DEI'ARTMEP o
261 SF FOR &2-WAMIILY HOUSE - PRESCRIPTIVENUAL DESIGN METHOD RESIDENCE
765-18. 2 8 AM TO 4 PM FOR THE
FOLLO DING INSPECTIONS: 15.4 WINDBORNE GREENPORT,NY
1. FO NDATION - TWO REQUTFED o 465 BAILEY AVE
F0. POURED CONCRETE DEBRIS PROTECTION SCHEDULE
2. ROUGH - FRAMING & PLUM ING COMPLY WITH ALL CODES OF AS PER TABLE R301.2.1.2 - 2015 INTERNATIONAL BUILDING CODE o ARCHITECT
3. INS ELATION NEW YORK STATE & TOWN CODE PROVIDE PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS m FRANK UELLENDAHL
4. FIN .L - CONSTRUCTION MUST r OF MIN 7 16 INCH FOR ALL PROPOSED GLAZED OPENINGS; 0 123 CENTRAL AVENUE
AS REQUIRED AND CONDITIONS / " tE P.O.BOX 316
BE OMPLETE FOR C.O. USE NO, 10 WOOD SCREWS BASED ANCHOR w/ 2 EMBEDMENT GREENPORT, NY 11944
ALL C NSTRUCTION SHALL M ET THE SPACING: 16" FOR PANELS UNDER 4 FT W TEL: 631-477 8624
REQUI EMENTS OF THE CODE OF NEW SPACING: 12" FOR PANELS UNDER 6 FT OWNERS
AF: b SPACING: 9" FOR PANELS BETWEEN 6 FT AND 8 FT
YORE: STATE. NOT RESPONSIBLE FOR o Q CARA GALOWITZ
DESICa 4 OR CONSTRUCTION ERRORS. ES &ANDERS GOLDFARB
WINDOW SCHEDULE 77 FULTON ST., #26G
NEW YORK,NY 10038
NSELECTRICAL � 212-619-2450
P CSI®N REQUIRED PROPOSED WINDOWS ARE SINGLE PANE RECYCLED WOOD PRODUCTS,
RETAIN STORM WATER RUNOFF WHITE EXTERIOR, PINE ON INSIDE, GRILLES AS PER PLAN,
EXACT SIZES TO BE DETERMINED, :g_ EL
PURSUANT TO CHAPTER 236
PROPOSED ENTRY DOOR: RECLAIMED WOOD DOOR, C i
OF THE TOWN CODE. Mark Size Description Quantity u,
� - n
A 32"x80" WOOD ENTRY DOOR, inswing 1 N
o B ca. 22"x36" DOUBLE-HUNG 3
o C 7'-6"x7'-0" HINGED GARAGE DOOR, WOOD 1 '� W
v-
DRAWING SCHEDULE
11/2 FRAME - 1
A-1 SITE PLAN - DESIGN CRITERIA - GENERAL NOTES
OC UPANCY OR )WELLINGi
I UNLAWFUL A-2 FOUNDATION PLAN AND FLOOR PIAN
USE c�7 LA1N F UL A-3 CROSS SECTION a
A-4 ELEVATIONS
WIT OUT C E RT I F I ATE A-5 CONNECTORS CRITICAL PATH
A-6 NAILING SCHEDULE - FRAMING NOTES a
CUPANCY
OF C AREA SUMMARY
LOT AREA = ca. 12,058 SF = 100.00%
EXIST'G BLDG. COVERAGE = ca. 1,148 SF = 9.52% o N
PROPOSED SITE PLAN ADDED BLDG. COVERAGE = ca. 261 SF = 2.16% C7 0
o
SCALE: 1/16" =1'-0" PROPOSED SHED o
DATE: 10/17/2016
SCTM# = 1000-34-04-01SCALE 1/16'
TOWN OF SOUTHOLD ® EXISTING STRUCTURES 3 0
�
SUFFOLK COUNTY, NEW YORK SURVEY BY KENNETH M. WOYCHUK, L.S. MAY 24, 2010 SITE PLAN
DESIGN CRITERIA
GENERAL NOTES
Z�ADWG. NAME
900 BUILDING PERMIT APPLICATION �$ A-1
gig DWG No
y RECONSTRUCTION
w
OF AN OLD SHED
0
' 10" ROOF OVERHANG
r _ LEADER _ _ Z' _ _ LEADER —
i
O
F
W
I
RESIDENCE
� E
' IFOUNDATIONI I I w , GREENPORT,NY
I o F o 465 BAILEY AVE
co
j 2"X4" TREATED SILL
I m _ _ _ _ — —!�— — � — — _ � CIO
ARCHITECT
1/2" X 12" ANCHOR BOLTS 4'-0" O.C. I I N o 123RANK CENTRALLAVEDNUE
8 POURED CONCRETE FOUNDATION WALL, HAND DUGI I X P,O.Box 316
SILL SEAL & TERMITE SHIELD I i GRTEL:631-47718624
0
! J OWNERS
STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 I I cARa GALOWITZ
&ANDERS GOLDFARBARB
READY MIX CONCRETE. I ' - o 77 FULTON ST., #26G
- cv _ — — — — I_ — — — — — — _ co NEW YORK, NY 10038
ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON I —! 212-619-2450
UNDISTURBED SOIL, I 2x6 R.R. @ 16 O.C. 12x6 R.R.--@ 16 O.C. R
cz
i I 4" o +�
Dx
= I 00
EXISTING CONCRETE SLAB ON GRADE ❑ 2x4 COLLAR TIE 2868
iU
d
! DROP FOUNDATION WALL
z
' I — _ — (2)1.75"x .25" HEADER o
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8,. 3�_1„ J 7'-811 J 3'-111 J 8% 3=-10" 7'-6" 3'-10"
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r r
15 -2 15,_211 J �
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mz
SCALE: 3/8" = 1'-0°
FOUNDATION PLAN
FLOOR PLAN
ELEVATIONS
FOUNDATION PLAN FLOOR PLAN
sa g DWG, NAME
SCALE: 3/8 = 1'-0" A-2
SCALE: 3/8" = 1'-O" Q� DWG. NO
RECONSTRUCTION
OF AN OLD SHED
CONT. RIDGE VENT a
(2)1.75"x9.25" LVL RIDGE BEAM x
E-1
0
2x6 ROOF RAFTERS @ 16" O.C.
NO INSULATION N
W
N
W
RESIDENCE
2x4 COLLAR TIES Q 48" O.C.
GREENPORT,NY
12 = 465 BAILEY AVE
o
6 ASPHALT SHINGLES F5 ARCHITECT
ON 1/2" CDX PLYWOOD SHEATHING m FRANK UELLENDAHL
123 CENTRAL AVENUE
P.O.BOX 316
GREENPORT, NY 11944
TEL: 631-477 8624
2x6 RAFTERS EXPOSED OWNERS
HURRICANE CLIPS ""—VENTED 6" ROOF OVERHANG CARA GALOWITZ
&ANDERS GOLDFARB
EACH RAFTER (2) 20 TOP SILL 77 FULTON ST., #26G
NEW YORK, NY 10038
212-619-2450
2x4 STUDS EXPOSED 2x4 WALL STUDSED
1/2" CDX PLYWOOD SHEATHING w u Ei.F ,
` --- o SIDING. 6" EXPOSED CEDAR SHINGLES G
co � SHED TO BE TO MATCH EXISTING RESIDENCE
RECONSTRUCTEDco
7� z
Q
d
EXT'G co, 4" THICK CONC. SLAB TO BE RETAINED
9
5'-4" (2) 2X4 TRT'D SUBSILL _
ao
V
m
4JO 48 CMU
N
HAND DUG CONT. POURED CONC. FTG. W DATE: 10/17/2016
� �,� \\///�\ � • \�/\//j/ /%� Y� SCALE: 1/2° = 1'-0°
3 Z
CROSS SECTION
8„ SECTION �E DWG. NAME
SCALE; 1/2" = 1'-0" ® DWG. NO A-3
RECONSTRUCTION
m "- OF AN OLD SHED
W
I III III Till 1111 11111 11 IT 11
0
wa
V
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t!)
V9
a
NW
W
RESIDENCE
111 11 [111 it $111 11 1111 11 till 11 11 )1 11 till 11 HII
ITTTI11I-ITII Mill 111111 11 IT 11 11 IT 11 11 IT If III
IT 11 11 IT 11 111111 11 IT 11
11 111111 111111 11 P-
11 IT 11 1 WHITE ALUMINUM GUTTERS GREENPORT,NY
111 111111 Till 11 111111 111111 11 IT 11 11 IT 11 11 IT 11 = 465 BAILEY AVE
1111 11 1111 If 1111 11 11 IT 11 11 IT 11 WIT 11 11 IT If 1111
111111 111111 IIITII 11 [111 111111 Mill 111111 111]
11 111 r 11 11 IT 11 111111 IIITII 111111 Illfil 1 1111 IIITII 11 ARCHITECT
11 11 1111 11 if 1111 111111 111111 11 IT 11 11 IT 11 11 If 11 11 IT 11 11 IT 11
FRANK UELLENDAHL
0 123 CENTRAL AVENUE
1 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 111111 111111 11 IT 11 1111P,O.BOX 316
Til IIITII 11111 1 GREENPORT, NY 11944
M-TITT 11 �j 11 IT 11
BOARD & BATTEN SIDING TEL; 631-477 8624
THIS SIDE ONLY OWNERS
CARA GALOWITZ
& ANDERS GOLDFARB
EAST 'ELEVATION NORTH ELEVATION 77 FULTON ST., 026c
SCALE; 1 4 1 -0
" = ' " SCALE: 1/4" = V-0" NEW YORK, NY 10038
/ / 212-619-2450
Q �
N
N
11 11 IT 11 1111 11
U
11 11 IT 11 1 1 11 IT 11 11 IT 11 111111
IT 11 1111 il 1 11 IT 11 11 IT 11 11 IT I 1 11 IT 11 11
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1 11 IT 11 111 1 11 IT 11 11 IT 11 111111 11 IT 11 111111 11 IT-11 I I IT 11 =
1 11 IT 11 11 IT fe-
il 11 111] il 111111 11 IT 11 IT
11 IT 11 11 IT 11 11 IT 11 DATE: 10/17/2016
It 11 IT 11 111TIt 11 If 11 11 11 11 H I 1 11 11 1 1 IILP 3 SCALE: 1/4" = V-0"
3'-10" 7'-6 --� 3'-10" -� S-3" 2'-8° A 5--7 1/4' __2'-0" S-3°
15-2 16'-9" ELEVATIONS
o�
WEST ELEVATION SOUTH ELEVATION DWG. NAME
SCALE: 1/4" = 1'-0" SCALE: 1/4"
I g A-4
®jg DWG. NO
RECONSTRUCTION
OF AN OLD SHED
r' o
HURRICANE CLIP
TYPICAL.
ALTERNATE POSITION OF O
HURRICANE CLIP USE
SIMPSON H3
a•
W
RESIDENCE
SIMPSON 1-12A HURRICAN x
CLIP NAILED. FROM PROVIDE 8d COMMON = GREENPORT NY
RAFTER TO STUD. — NAILS @ 4' O.C. AT t
TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL W
FILL ALL NAIL HOLES SHEATHING. 465 BAILEY AVE
ARCHITECT
APA RATED PLYWOOD TO
EXTEND TO TOP OF TOP m FRANK UELLENDAHL
PLATE. 0 123 CENTRAL AVENUE
P,O.BOX 316
GREENPORT, NY 11944
TEL: 631-477 8624
OWNERS
(2) 1 1/4" WIDE — 20 GAG£ o CARA GALOWITZ
METAL STRAPS AT DOOR FOR &ANDERS GOLDFARB
R.O. FOR GARAGE DOOR HEADER TO STUD CONNECTION FULTON ST„ 0268
WITH TRIPLE JACK STUDS NEE W YORK, NY 10038
212-619-'2450
INSTALL SIMPSON
HTT16 TENSION TIES o
AT JACK STUDS RE
AT GARAGE DOOR
W U ( FC
' 6
a
ACQ SILL PLATE 9a
TOP OF FOUNDATION
WRAP •I- NAIL STRAP ° 0 1
4 — 4d NAILS ) {
ROUND SILL PLATE
AT ANCHOR BOLT 1 1/4" WIDE — 20 GAGE
T 1 1 4" WIDE — 20 GAGE
SHED 5 E A8dSNAAIS Q 48' OC. MMEE�Al- STRAP ® 48" OC.
SLAB ON GRADE
(2) #5 REBARS NAIL SHEATHING TO SILL PLATE
8d NAILS ® 4" O.C. _ rA Ivim
r•
EXISTING ,iV^:,->. ;:'r%i;;%;';+"i•ii::';:+.�:;:�i:::•1 :�:,•: :;':• .:z• :.a::,,•"•:apt %'"::.�;;,+•;°, �:��: ;:i, ':•�.;,;
4 CONC. SLAB ."j•`�:9;^ Itf.,%,? a;`� .F�.1,;;r,;'; '.*;. ta%':%=��:
2 x 4 SILL PLATE r•-.,f;:'i'�,• ;.,. �...�_,:<.; .+,<4:s;,`-.•.t,:': ;. : 'c,;.r.r,.; ;s,.,< ,:w,y? .•:,` ?s =''•t='fir' s„ •• ::-:';
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ACO TREATED. ' �; r 1 ;::r.''' ..• .
/ / / ' / ' / ♦ / ' / / ♦ / / / / ♦ ' :'! - ,j. � rrji�.^^;'::ij%'i it•. 3;;;-1`ir';i?;:�.�:';. . ..w 4:y,,>:•'' >.►'�'•'
♦ . , ♦ . / � . ♦ ♦ . ' + / / ♦ , , ' . , ALUMINUM TERMITE FLASHING %E�'':;r•�.�7'.::".'•,:_,•r:, ;ti;:,.i:"%.t.'•,r::•;�: �.:7. :�:,i�' ,•.,n;r.�.:':. _;;.,,.,-;,.•;•,.t;,' :;i'i;=•::i:..;,:,. �•:':"•
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/ 1/2 X 12 A.B.A.B ® 48 OC. "�, '•: ;:;e=' ;;�, ;< <,• ;;•,;.;;.�.: .r, .rr:;..�;�:- ,'•',` ��
♦♦ ri ',•i::f'%i,:'t';,y`; i"F'.!Yi•..y;:y,:E.•;f:.>.r✓ :'i..+`;,:`.:.a" ':/'•;..,::<•r:.:Cr,> :r;}�'it:�:V.?l:� '.iS`%:i,'.`.i.aj. —TU
HAND DUG . ;,' i w/ 3x3 x3/16 FENDER WASHER. r
8" P.C.FOUNDATION (max. 12 from and of sill plates) `�r`ii~ =i : ' = : : ''• `: ::'.`•
�, ,♦ � DATE: 10/15/2016
SCALE: N.T.S.
'
/
DAMPPROOFING PER CODE Y
CRITCAL PATH
CONNECTORS
/ ♦ /
DWG. NAME
SECTION ELEVATION
A-1-
®= DWG. NO
HOLD DOWN + SHEAR CONNECTION CRITICAL PATH
' FRAMING NOTES FASTENER SCHEDULE FOR STRUCTURAL MEMBERS RECONSTRUCTION
CONTRACOR TO COMPLY WITH TABLE R602.3.(1) AS PER 2015 INTERNATIONAL BUILDING CODE OF AN OLD SHED
Joint Description Nail Sizes Nail Spacing
1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING"
DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X Raft to Top Plate (Toe- ailed) - all Height 10 ft, Spacing 16 O.C. (Table 3.3A) 4 - 8d per rafter J
BETTER. Ceiling Joist to Top Plate Toe-nailed n/ per joist
Ceding ist to Parallel Rater (Fa e-nailed}} n� each lap e
Ceiling Jot Laps ov r Partitions F(ce-nmled) n/a each lap
2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Collar Tie t Rafter Face-nailled) 2 n�Sd eachtie d O
MIN, THICKNESS OR AS NOTED. Blocking to fter (o -nailed) 2 - 16d eac end
Rim Board to iter End-nailled)
3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR,
EXPOSURE 1 314" MIN. THICKNESS, ALL EDGES OF WALL FRAMING
PLYWOOD TO BEE SET ON SOLID BLOCKING. GLUE AND w
NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Pla\O�e
d) 2 - t6d per foot
Top Plates at)nterse9
Waded) 4 - 16d toints-,gach side RESIDENCE
4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Stud to Stud Face-nail 2 - 16d 24 o.c.
WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Header to Header (F16d 16 o.c, along edges ff GREENPORT,NY
TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate -nailed) 2 - 16d per 2x4 stud
MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 - 16d per 2x6 stud o 465 BAILEY AVE
2 - 16d per 2x8 stud
5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Z ARCHITECT
AND FLOOR BEAMS AS PER N.Y.S, CODE OR AS NOTED Bottom Plate to Flooist,En ' ist or Blocking (face-nailed) 2 - 16 per foot
8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIRFRANK UELLENDAHL
CIRCULATION IN ROOFS. FLOOR FRAMING 123 CENTRAL AV 31E
6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or irder (Toe-nailed) /2 -
ing
8d per joist GREENPORT, NY 11944
stairs etc. OR AS NOTED ON DRAWINGS. Bid ing to foist Toe-nailed 8d each end TEL; 631-477 8624
B�oc�kto Joist Toe-node 8d each end OWNERS
7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking t i Sill or Top Plate ( Toe-nailed) 3 - t 6d each block
Ledger Strip to Bea (Fac -Waded) 3 - 16d each joist � CARA GALOWITZ
PARTITIONS OR AS NOTED ON DRAWINGS. Joist on Ledger to earn tToe-nailed) 3 - 8d per joist o & ANDERS GOLDFARB
Band Joist to Joist End-nailed) 3 - 16d peroist 77 FULTON ST., #26G
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot NEW YORK, NY 10038
WITH RATED GALVANIZED METAL CONNECTORS BY 212-619-2450
"TECO" OR APPROVED EQUAL. OOF SHEATHI
Ell)
r
Structural Panels 8d 4" ox,„perimeter zone U EI
other 6 9.c. edges of - ,
9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12 o.c, interior
BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel n
SHALL RECEIVE 5-100 NAILS AT SILL AND PLATE. Diagonal„Boarq, Sheathing „
ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1„ x 6 „or 1 x 8 2 - 8d per support 1
1 x 10 or wider 3 - 8d per support
10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d" @ 4" c ING SHEATHNG ` W
o.c. EXTERIOR EDGES AND 6 d ® 12 o.c. J 1
INTERMEDIATE. Gypsum Wallboard 5d 7„ edge / 10„ field t
11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING
WALL SHEATHING E' CD
AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6” edge / 12” field
12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Pa els
AND STUD WITH GALVANIZED HURRICANE TYPE 7 16" 6d 3" edge / 6" field 3 g
CONNECTORS BY "TECO OR APPROVED EQUAL. FOR 25 / 32' 8d 3" edge / 6" field
Z
TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE
CLIPS AT ALL PERIMETER JOIST TO GIRDER G psum Wallboard 5 7" edge / 10" field
CONNECTIONS. Hardboard 8d 6"edge / 12„ field
Particleboard Panels 8d 6 edge / 12 field
13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing IR PACIFIC GPI SERIES WOOD-I-BEAMS AND LUL 1" x 6" or 1" x 8"Z 2 - 8d per support
PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 10" or wider 3 - Sd per support
HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED FLOOR SHEATHING
AS PER MANUFACTURERS RECOMMENDATIONS. WEB
STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels g W DATE; 10/15/2016
BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4° 1" or less 8d 1%
edge / 1�" field o SCALE: N.T.S.
LVL RIM JOIST SHALL BE REQUIRED AT FLOOR greater than 10d 6" ge / 6 field
PERIMETERS. HANDLING, STORAGE, AND ERECTION OF Y Q FRAMING NOTES
COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board S athing Nailing Schedule
RECOMMENDATIONS. 1 n x 6" r 1" x 8" 2 - 8d per upport 9
1 x 1 or wider 3 - 8d per port N�„
14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS DWG. NAME
BY 'FastenMaster' ® 16" O.C. „Nailing quirements are based on wall sheathing nailed 6 on-center at the panel edge. If wall sheathing is nailed
3 on nter at the panel edge to obtain higher shear capacities nailing requirements for structural members shall A-5
be do led , or alternate connectors , such as shear plates , shall be used to maintain the load path. DwG No
• 2 W n wall sheathl is continuous over connected members , the tabulated number of nails shall be permitted to ii
t t6' be educed to 1 - �d nail per foot.