HomeMy WebLinkAbout45171-Z �o�SUEFe Town of Southold 12/29/2021
P.O.Box 1179
W r 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42650 Date: 12/29/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: Crescent Ave., Fishers Island
SCTM#: 473889 Sec/Block/Lot: 6.-7-4
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/8/2020 pursuant to which Building Permit No. 45171 dated 9/8/2020
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"as built"additions and alterations, including front deck and porch,to existing single family dwelling as applied for.
The certificate is issued to Thompson,James
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Autho ed Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y x TOWN CLERK'S OFFICE
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#: 45171 Date: 9/8/2020
Permission is hereby granted to:
Thompson, James
Crescent Ave
PO BOX 536
Fishers Island, NY 06390
To: Legalize "as built"additions and alterations to an existing singe) family dwelling as
applied for.
Replaces BP#42270
At premises located at:
Crescent Ave., Fishers Island
SCTM #473889
Sec/Block/Lot# 6.-7-4
Pursuant to application dated 9/8/2020 and approved by the Building Inspector.
To expire on 3/10/2022.
Fees:
PERMIT RENEWAL $310.20
Total: $310.20
Building Inspector
4�gu�nc��oTOWN OF SOUTHOLD
�� Gy BUILDING DEPARTMENT
N TOWN CLERK'S OFFICE
o� • 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#: 42270 Date: 12/28/2017
Permission is hereby granted to:
Thompson, James & Jo-Ann
Crescent Ave
PO BOX 536
Fishers Island, NY 06390
To: legalize "as built" additions and alterations to an existing singel family dwelling as
applied for.
At premises located at:
Crescent Ave, Fishers Island
SCTM # 473889
Sec/Block/Lot# 6.-7-4
Pursuant to application dated 12/18/2017 and approved by the Building Inspector.
To expire on 6/29/2019.
Fees:
AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $570.40
CO -ADDITION TO DWELLING $50.00
Total: $620.40
Building Inspec
Form No.G
TOWN OF SOUTHOLD D LLQ D
BUILDING DEPARTMENT
TOWN HALL JAN 2 2018
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY BUMDINGDEM
TOWN OF SOU3'�0��
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. SUPveA4 OVl play% A'1
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. DeGtw-,64/1 29 20L77
New Construction: Old or Pre-existing Building: ✓ (check one)
Location of Property: cZ 9'J?jLr P SGew Ai1e1/LV Fi� y'S 5
House No. Street Hamlet
Owner or Owners of Property: jXMe_!P —&o M. 7riomp sobj
Suffolk County Tax Map No 1000, Section Block 71 Lot
Subdivision Filed Map. Lot:
Permit No. ,_) 0 Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
ay tw f scan Applicant Sigur
Ge-hvctr% C2l2� 724 Z20,gt
qv so//l�Olo
TOWN OF SOUTHOLD BUILDING DEPT.
comm" 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE L05 INSPECTOR '`'`
o�a0f SOUIy�
# # TOWN OF SOUTHOLD BUILDING DEPT.
coutm, 765-1802
INSPECTION- .-
I
FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [Pf'FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: ' arn�
DATE 07 09 / INSPECTOR '
SUSAN E. YOUNG, ARCHITECT
August 31, 2021
Southold Building Department
Town Hall Annex Building
54375 Route 25
P.O. Box 1179
Southold NY 11971
Re: As Built Change to Existing Permit 42270
Re: James P. &Jo-Anne M Thompson Residence
Crescent Avenue, Fishers Island 06390
District 1000, Section 6, Block 7 Lot 4
Supersede Sheets A3-A&B and A4-A
Dear Mr. Verity,
A Certificate of Occupancy inspection by Mr. Verity for the subject property showed that the
drawings submitted do not represent the project as built.
* The front porch and the kitchen porch were framed differently than was called for in the
architectural drawings.
* The foundation was also. built differently than called for in the drawings. (Sono-tubes
rather than concrete blocks were used.
* The new porch rails are built to 3'-0" high as per code but the drawings show the former
height of 34.5".
These changes were made by contractors after the permit was issued. The enclosed
replacement drawings correct the issues above. I certify that the this As-Built solution is
structurally sound and code compliant.
I hope that the Thompson's can now-receive their Certificate of Occupancy.
Thank you,
n �
Susan Young, R.A. D
S E P - 3 2021
BUMD01G DF-PT.
'OWN OF SOUTHOLD
ON FISHERS ISLAND: 1197 WHISTLER AVE., BOX 662, FISHERS ISLAND, NY 06390
TEL: (631) 788-7725 E-MAIL: SUSANYOUNGRA@RCN.COM
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FIELD INSPECTION REPORT DATE COMMENTS
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INSULATION PER N.Y-. �73
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TOW1*'k7,OF SOUTHOLD
BUILDING PERMIT APPLICATION CHEMLIST
HUILi NG DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (6�1) 765-1802 Planning Board approval
FAX: (611) 765-9502 Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examinedta/c
20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved20 Mall to:4nsan Vnnng, Amhitert
Disapprov215 W.88th St.,6b, New York,NY 10024
Phone: 917 92 _?o27
Expiration 20
[Ecmvl� g specter
D ICATION FOR BUILDING PERMIT
DEC 1 8 2017
Date_ August 22, , 2017
INSTRUCTIONS
BUMDING DEFT.
a.This a� c�letely 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.Blot 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 Ceirtificate of Occupancy.
f.V,very building permit shall expire if the work authorized has not commenced within 12 months after the date of
}ssuance o�#tas not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the'
property hate 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.
A�VLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building One Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or
]Kegulations for the construction of buildings,additions- or alterations or for removal or demolition as herein described.The
applicant q-grees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to adigit
authorized i spectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
215 W. 88th St., 6h
New York,NY 10024
(Mailing address of applicant)
State whether applicant is owner, lessee,agent, architect, engineer, general contractor,electrician,plumber or builder
Architect
Name of pwner of premises TAMES p & O-ANNM THO]NUSO N
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Nalne and title of corporate officer)
Builders License No. Aaron Lusker #54418H1-GC
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Locat}op of land on which proposed work will be done:
2933'Crescent Avenue Fishers Island
House Number Street Hamlet
County Talx.MapNo. 1000 Section 6 Block 7 Lot 4
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 Single-Family Residence
b. Intended use and occupancy G;n _ PcirlPnr•e
3. Nature of work(check which applicable):New Building Addition X 30 sf porchAlteration
Repairx front norchRemoval Demolition Other Work
4. Estimated Cost 15 (Description)
,000 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1/2 and'1/2 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 25' Number of Stories 2
Dimensions of same structure with alterations or additions: Front Rear
Depth Height ===` Number of Stories- -�
8. Dimepsions of entire new construction:Front Rear Depth
Height Number of Stories
9. Size of lot:Front Rear Depth
10. Date of Purchase 1981 Name of Former Owner Thomas Malley
11. Zone or use district in which premises are situated Formerly Residential Re-zoned to LB
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_X_
13. Will lot be re-graded?YES NO x Will excess fill be removed from premises?YES NO_X_
James & JoAnn 2933 Crescent Ave.
14.Names of Owner of premises_Thompson Address_Box 536 F.I.N.Y. Phone No. 631 788-7785
Name of Architect Susan Young Address1197'Whistler Ave.Bft&G2No 631 788-7725
Name of Contractor—Aaron 111skef Address 904 Peter's Way Phone No.881 788-71,15
Box 257, F.I.N.Y. 06390
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_X
* 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_X_
* 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 x NO
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
Susan E.Young being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Architect
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this f
day of 20� MICHAELROSERTS ,
_ otary Public, State of NEW
0.02RO473234k
Notary Public Qualified in New ork county Signature o t
Commission Expires June 30,2018
Scott A: Russell DsulFQk0 ST 1R.MWA\TEIK
SUPERVISOR MANAGEMENT
SOL THOLD TOWN HALL-P.O.Box 1179 u' g
53095 Main Road-SOUTHOLD,NEW YORK 1197] Town of Southold
�l
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOE,' E ANY OF THE FOLLOWING.
YCS No (CHECK ALL THAT APPLY}
1{
❑® A. Clearing, grubbing, grading or stripping of land which affects more L
than 5,000 square feet of ground surface.
El[2 B. 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.
❑[3 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site.pre.paration within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑® F. Installation of new or resurfaced impervious. surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan, vas 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 K 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: (Propern Owner,Design Professional..Agent.Contractor.Other) S.C.T.M. ': 1000 Datc:
District
-f,- T A
Section [dock Lot
FOR BUILDING DEPARTMENT USE ONLY
IC
ontact lnformat ion. 917 9Z3 2 2021 Reviewed
4. �, •
•Tc' iY1rV\l'V/.Vj 1l/
Revieed By: — VVv YYr 1�V�-r
— — — — — — — — — — — — —I — — — Date:
Property Address/ Location of`Construction Work: — — — — — — — — — — — — — — — — —
A :Approved for processing Building Permit.
Q N C gess Storniwatcr Klanagenient Control Plan Not Required.
Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review%)
FORM $ SMCP-TOS MAY 2014
Scott A. Russell �0risu�I� ST(0)R�.IM[WAT]EIR�
SUPERVISOR MA, ?log
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 T'oWut oW1-d-ff
D
FEB 2 2018
CHAPTER 236 e STORMWATER MANAGEMENT W0RKB5RLVf DM.
TOWN OFSO=OLD
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS (PROJECT INVOLVE ANY OF T.HE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
®� A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
® B. 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.
E10 E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map,of any watercourse.
�® F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date
District
NAN9E: o . -7- A 1 /2.7/1S
S
(W.) j Section Block Lot
�c7 � ****FOR BUILDING DEPARTMENT USE ONLY****
Contacllnformatioa fnLf 7;2---�`=�
QTrkph.-N%mbrd
Reviewed By:
— — — — — — — — — — — — — — — —
Date:
Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — —
2933 CreseeAfi �. Approved for processing Building Permit.
vl� Stormwater Management Control Plan Not Required.
Fl gl'4ers S( 1J Y OD Stormwater Management Control Plan is Required
El (Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014
Town Hall Annex �� Gym Telephone(631)765-1802
54375 Main Road o �[ Fax(631)765-9502
P. O. Box 1179 N _
—Southold-NY-11971=0959 ® ��
wow
-- - - BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Datq:-- i-2129 t : orl - -- - - ---
Owner: D - A ny, T
Location of Property: 53 C&e cei.t EWE
Please take notice that the (check applicable-line):
New commercial or residential structure
Addition to existing commercial or residential st1rurAture
Rehabilitation to an existing commercial oresidential tructure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
,
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following locations)(check applical�LeJi�e):
__.Floor f-aming,_including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submitting th' form): CIA53m Oun
O .
Capacity(check applicable line): -AIX V
02
Owner D
Owner representative FEB 2 2018
TrussReg15.docx Effective 1/1/2015 ]BUILDING DEPT
TOWN OF SOUTHOLD
SUSAN E. YOUNG, ARCHITECT
December 8, 2017
Southold Building Department
54375 Route 25 ---
Southold NY 11971 V
Re: Permit Request D
Re: James P. & Jo-Anne M Thompson Residence DEC 1 S 2017
Crescent Avenue, Fishers Island
District 1000, Section 6, Block 7 Lot 4
Attn: Chief Michael Verity F�JI�'DYNr'D��
TOWN OF SOMOLD
Dear Mr. Verity,
Please accept this two-part application on behalf of the aforementioned property, to grant a
permit to: Repair the front porch and approve an "as built" entry to the kitchen.
We are submitting two versions of the "as built", so that we are certain to be able to begin
repairs on the Front Porch (identical in Applications A and B). The "as built" is different in the
applications A and B.
Application A:
(Preferred by the owner.) Is to repair of the front porch and approval of an "as-built" addition an
entry platform for direct access to the kitchen. Please take a look at A-5A. Using the average
setback calculation method as per section 280-43(B), the porch appears to us as in
conformance with the front yard setback. The drawing shows the average front yard within 300
feet on both sides is 30'-7". The owner's "as built" porch has a 47'-2" Front Yard.
Additionally—this house was built at the turn of the century about 1900. We have evidence that
a porch was original to the house. We can only imagine it has rotted away and been re-built
many times. What we do see is:
*A picture from the 1920's shows the Fort Wright soldiers marching past the house which it has
a porch off the kitchen.
*The entry door and frame are quite old - original to the house.
Application B:
Is for the repair of the front porch with what we hope is an approvable kitchen porch addition.
The Thompsons love this little porch off the kitchen. They remain hopeful that you can approve
it once your see the application containing the average front yard calculations.
Thank you,
Susan E. Yq n. ,
NYC: 215 WEST 88TH STREET, NEW YORK, NY 10024.- TEL: (212) 724-7204, FAX:(631)788-7725
E-MAIL: SUSAN.YOUNGQRCN.COM
James P.Thompson
2933 Crescent Ave#536
Fishers Island, NY 06390-0536
January, 22, 2018
Town of Southold Building Department
PO Box 1179
Southold, NY 11971
Dear Sir or Madam,
Please find enclosed a check for Building Permit 42270 in the amount of$620.40
Please send permit to the above address on Fishers Island.
jB t Regards,
Jim Thompson
Phone: 401-447-8493
D
JAN 2 6 2018
IRUMDING DEM
TOWN OF SOUTTHOLD
SUSAN E. YOUNG, ARCHITECT
January�27, 2018
Southold Building Department
54375 Route 25
P.O. Box 1179
Southold NY 11971
Re: Permit Request
Re: James P. & Jo-Anne M Thompson Residence
Crescent Avenue, Fishers Island
District 1000, Section 6, Block 7 Lot 4
Attn: Chief Michael Verity
Dear Mr. Verity,
In December 2017 we submitted permit request for the above-mentioned property. But the
permit has not been issued.
In December, the building department called to say they had not received the following forms:
* Notice of Utilization of Truss-type construction, Pre-Engineered Wood Construction and/or
Timber Construction
*Application for Certificate of Occupancy
* Stormwater Management Worksheet
I believe I sent those in. The Stormwater Management Worksheet by mail and the others— by
fax or e-mail from my i-pad (I was away for Christmas). Perhaps they were not received? Just in
case, they are enclosed with this letter.
If there is any other barrier to moving ahead with our project, let me know.
Thank you,
Susan E You D
L55 1L55 �\// LS D
FEB 2 2018
BUILDING DEP' .
TOWN OF SOUTHOLD
NYC: 215 WEST 88TH STREET, NEW YORK, NY 10024 - TEL: (212) 724-7204, FAX:(631)788-7725
E-MAIL: SUYOUNG@RCN.COM
,fAZ Southold Town Building Department
��O�Og1)fFOt�coGy P.O.Box 1179 Permit#: 42270
' 53095 Main Rd
N $
Southold,New York 11971 Permit Date: 12/28/2017
(631)765-1802 Expiration Date: 6/29/2019
Parcel ID: 6.-7-4
BUILDING PERMIT RENEWAL LETTER
Dated: 8/5/2020
Applicant: Thompson,James
Location: Crescent Ave,Fishers Island
Work Description: ADDITION/ALTERATION
legalize"as built"-additions and alterations to an existing singel family dwelling as applied for.
A FEE OF$310.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: Thompson,James&Jo-Ann
Address: Crescent Ave
PO BOX 536
Fishers Island,NY 06390
The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department,P.O.Box 1179, Southold,New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
8/27/2021 1:39:07 PM,0.75:12,SEY,R.A.FINY
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T H O M P S O N PORCH REPAIR ON FISHERS ISLAND, NY REVISIONS: 8/19/2021
PORCH FRAMING MODIFIED AS ABOVE AS BUILT FRONT PORCH
S U S A N E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204 ISSUE: FILING DATE: 8/13/17 GUARDRAIL DIMENSIONED AT 3' ABOVE
DECKING, MODIFIED FRAMING FOUNDATION DETAILS
SCALE: 3/4" = 1 FOOT
8/27/20214:32:25 PM,0.75:12,SIT(,R.A.FINY
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T H O M P S O N PORCH REPAIR ON FISHERS ISLAN D, N Y REVISIONS: 8/20/2021 AS-BUILT FRAMING OF AS BUILT KITCHEN PORCH AM
QSINGLE 2X8" JOISTS W/JOIST HANGERS BOTH
S U S A N E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204 ISSUE: FILING DATE: 8/13/17 SIDES AT KITCHEN PORCH. GUARDRAIL AT 3' FOUNDATION & DETAILS
HIGH THROUGHOUT ALL PORCHES SCALE: 314' = 1 FOOT
GENERAL NOTES STAIR & HANDRAIL CODE NOTES
1. BEFORE STARTING WORK, THE CONTRACTOR SHALL OBTAIN AND POST §R311.7.8.3 GRIP-SIZE.
ALL REQUIRED PERMITS AND SHALL VERIFY EXISTING DIMENSIONS AND Residential Code of New York State REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE
CONDITIONS AT THE BUILDING AND REPORT ANY DISCREPANCIES TO RESIDENTIAL CODE OF NEW YORK STATE EQUIVALENT GRASPABILITY.
------- THE ARCHITECT. CHAPTER 3: BUILDING PLANNING
1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS
2. ALL WORK SHALL CONFORM TO APPROVED PLANS, ALL APPLICABLE §R311: MEANS OF EGRESS THAN 1 1/4 INCHES AND NOT GREATER THAN 2 INCHES. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A
BUILDING CODES, RULES AND REGULATIONS. PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES AND NOT GREATER THAN 61/4 INCHES WITH A CROSS
§R311.7.1 WIDTH. SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES. EDGES SHALL HAVE A RADIUS OF NOT LESS THAN
3. ALL WORK IS TO BE IN CONFORMANCE WITH THE INTERNATIONAL STAIRWAYS SHALL BE NOT LESS THAN 36INCHES 914 IN CLEAR WIDTH AT ALL POINTS ABOVE 0.01 INCH.
RESIDENTIAL CODE AND ANY OTHER APPLICABLE RULES AND ( MM)
O REGULATIONS. If ANY WORK DESCRIBED IN THE CONTRACT THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS
V E N U 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/41NCHES SHALL HAVE A GRASPABLE FINGER
C R E S C E N T DOCUMENTS IS A ARCHITECT SHALLOUND BE NOTIFIED EIOLATE APPLICABLE DIMMEDIATELY BEFOROEDES THE SHALL NOT PROJECT STARTING WORK. CLEAR WIDTH OF THE STORE THAN 41/2 INCHES AIRWAY AT AND ELOWI14 MM) ON EITHER THE HANDRAIL HEIGHT, INCLUDING
OF THE STAIRWAY AND CLUDING TREADS AND RECESS4 NAREA ON BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF
4. THE CONTRACTOR SHALL MAKE CONTINUOUS OBSERVATIONS OF THE LANDINGS, SHALL BE NOT LESS THAN 311/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE LE CH MEASURED VERTICALLY FROM THE TALLEST PORTION TI THE PROFILE AND ACHIEVE A DEPTH PT NOT
LESS THAN 5/16 INCH WITHIN 7/81NCH BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH
STRUCTURE DURING THE PERFORMANCE OF THE WORK. SHOULD THE AND 27 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES
CONTRACTOR BECOME AWARE OF ANY SITUATIONS THE REQUIRE BELOW THE TALLEST PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT
as'-o FURTHER INVESTIGATION OR STUDY (SUCH AS CRACKS IN MASONRY, EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION LESS THAN 1 1/4 INCHES AND NOT MORE THAN 23/4 INCHES. EDGES SHALL HAVE A RADIUS OF NOT LESS THAN
i STRUCTURAL DEFECTS IN THE BUILDING OR FOUNDATION, ADDITIONAL R311.7.10.1. 0.01 INCH.
I L I� DEFLECTIONS, ROTTED CONDITIONS, ETC.) THE CONTRACTOR SHALL
'� Ey i A - NOTIFY THE ARCHITECT.
_ p T- T- I 5. INSTALLATION OF ALL BUILDING MATERIALS SHALL BE AS PER §8311.7.2 HEADROOM. PLASTIC COMPOSITOE EXTERIOR HR PLASTIC OANDROAILS SHASITE LL COMPLY WITH THE REQUIREMENTS
- MANUFACTURER'S INSTRUCTIONS. a) THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES MEASURED
70 0 6. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFETY ON THE VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF SECTION 8507.3.
REPAIR- REBUILD N ; Q ' SUBJECT TO A RIGHTI �' �D JOB SITE. OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY.
§R311.7.9 ILLUMINATION.
OF WAY OVER o D m STAIRWAYS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303.7.
I EXISTING PORCH I ,�„Al EXISTING DRIVEWAY. : D o e D
(ROOF REMAINS) D,�mm STORM WATER COMPLIANCE EXCEPTIONS:
' ° I I 1. WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER THE EDGE OF A
Wiz'-43�a' i I 2015 IECC ENERGY CODE COMPLIANCE §R311.7.10 SPECIAL STAIRWAYS.
I FLOOR OPENING THROUGH WHICH THE STAIR PASSES, THE FLOOR OPENING SHALL BE ALLOWED TO SPIRAL STAIRWAYS AND BULKHEAD ENCLOSURE STAIRWAYS SHALL COMPLY WITH THE
Ni R p WATER & SEWERAGE PROVISIONS: PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM NOT MORE THAN 43/41NCHES. REQUIREMENTS OF SECTION R311.7 EXCEPT AS SPECIFIED IN SECTIONS
iYA __ _ �
IF R O 141 ____________� 2. THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1 AND R311.7.10.2.
��_______�_----- THE SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWERAGE
AVE I A G E _ --�- ----_----- -------
FIRE) 8311.7.10.1.
____________________ _ DISPOSAL SYSTEM. THE SYSTEM IS IN COMPLIANCE WITH THE STANDARDS
AND REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH CODE OF NEW YORK STATE
1 t T,�1 8311.7.3 VERTICAL RISE. CHAPTER FC11: CONSTRUCTION REQUIREMENTS FOR EXISTING BUILDINGS
;- 4'/a'L'` I '+l I'`'1 1=•,lf i 1' I ' AND ADEQUATE FOR THE PROPOSED USE. §
I '•+ti+kltit 'i1�. { I ; LOTA"t A:
NEW KITCHEN PORCH&STAIRS }„ , ; i-'011� a i
(REBUILD OF PREVIOUS,W'/NEW (`t1 i I'1 �i �I!- .'! ; gb00 F A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 147 INCHES (3734 MM)
SHAPE) � � �_ ii1k3'#4 ' a1,'+iit I ; LOCAL DESIGN CONDITIONS: BETWEEN FLOOR LEVELS OR LANDINGS. §FC1101: GENERAL
1;21 §FC1101.6.2 OPENING LIMITATIONS. OPEN GUARDS SHALL HAVE BALUSTERS OR
_.". 1,,•L1,T"1L: 1iL;',L � I
-w :;w -- ;1 z 1;E dk ;3 T 1; i I WIND SUBJECT TO DAMAGE FROM DESIGN ICE 8311.7.4 WALKLINE. ORNAMENTAL PATTERNS SUCH THAT A 6-INCH-DIAMETER (152 MM) SPHERE CANNOT
..,.. t.-�- t i s i
2";1~-:�": .-r•~r- ~ , I Utz F IU�IL ;I i ; I GROUND i SEISMIC Weathering FROSTLI Efermite DECAY WINTER § PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES (864 MM).
I
SPEED e DESIGN FLOOD SHIELD THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO THE CURVED DIRECTION OF
t 1; -�.� •-�- �• +11,; 4 , ;{ . i ; SNOW a depth b c d DESIGN ELEVATION UNDERtAYMENT
';# 'tL', '" "- `I'' ` ' ; I LOAD (M.P.H.) CATEGORY TEMP f TRAVEL THROUGH THE TURN AND LOCATED 12 INCHES 305 MM FROM THE SIDE WHERE THE
.117154 h REQUIRED ( ) DECK CONSTRUCTION
1 19 WINDERS ARE NARROWER. THE 12-INCH (305 MM) DIMENSION SHALL BE MEASURED FROM THE
T
't ` '` I 25 130 MPH B SEVERE 36 M-H S-M 11 13 YES WIDEST POINT OF THE CLEAR STAIR WIDT
"""'-�~•-•• ""X, ,N EXISTING BASEMENH AT THE WALKING SURFACE OF THE WINDER. IF WINDERS
NTRANACNT EN RANCEHATCH 11 I AS PER THE CODE OF NEW YORK STATE 88301.2.1. CONSTRUCTION IN THIS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE DECK CONSTRUCTION AS PER §R507: EXTERIOR DECKS (TOO LENGTHY TO NOTE HERE) ARCHITECT WILL
HIGH WIND REGION (ABOVE 110 MPH) SHALL BE AS PER THE WOOD FRAME PROVIDE PRINTOUT.
I __ -•.• I`... -•• � � � I ADJACENT WINDERS SHALL BE USED.
CONSTRUCTION MANUEL FOR ONE-AND TWO-FAMILY DWELLINGS. HIGH
DOORENCROACHES
I WIND EDITION.
§R311.7.5 STAIR TREADS AND RISERS.
------- _°" �� STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF
' ENERGY CODE COMPLIANCE: THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS
I ; I
GRAVEL EXTERIOR WORK ONLY NOT SUBJECT TO THE BUILDING ENVELOPE OR RUNNERS.
I PARKING ;
I A��P §R311.7.5.1 RISERS.
I THE RISER HEIGHT SHALL BE NOT MORE THAN 8 114 INCHES (209 MM).THE RISER SHALL BE MEASURED
ABBREVIATIONS: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT
I A.F.F. ABOVE FINISHED FLOOR WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM).
RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE
B.O. BOTTOM OF
' BSMNT. BASEMENT AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE
W I % C.H. CEILING HEIGHT PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS
I
CL CENTER LINE MEASURED VERTICALLY, TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A
I CMU CONCRETE MASONRY UNIT 4-INCH-DIAMETER (102 MM) SPHERE.
C.T. CERAMIC TILE
I DET. DETAIL
! EL. ELEVATION EXCEPTIONS:
' p;sTF?cT �:��0 1. THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL STAIRWAYS.
SECTION 6, s1r.CK 7, EQ. EQUAL 2. THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION
I LOT 4, A.H. FINISHED FLOOR
F.A.I. FRESH AIR INLET R311.7.10.1.
F.P.S.C. FIRE-PROOF,SELF-CLOSING
I I
LAV. LAVATORY §R311.7.5.2 TREADS.
EXISTING TO REMAIN STRUCTURE MIN. MINIMUM THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES (229 MM).THE TREAD DEPTH SHALL BE
l NOM. NOMINAL SIZE OF LUMBER MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF
O.C. ON CENTER
ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE GREATEST TREAD
AREA OF WORK: ____-----------x �. .
LLPERP. PERPENDICULAR... -••• - --��- DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH . .
EXISTING PORCH +AS-BUILT -is-o•- +/- PLUS OR MINUS
RADIUS RADIUS (9.5 MM). ----
R.C. ROUGH OPENING
N S.F. SQUARE FEET §R311.7.5.3 NOSINGS.
t 4 MM A .'.
S.H. SILL HEIGHT THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NOT GREATER THAN 9 INCH ( )• 7E 1«.�. "/
SITE PLAN SCALE 1"= 16 FEET STL. STEEL NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 FC '
STS STUD TO STUD DIMENSION
2 4 8 16 FEET T.O. TOP OF MM) SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST NOSING PROJECTION `�;
SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN3/8 INCH (9.5 MM) BETWEEN
V.I.F. VERIFY IN FIELD
TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS ANL) LANDINGS. BEVELING OF `
PROPERTY DESCRIPTION GRAPHIC SCALE W/ WITH
NOSINGS SHALL NOT EXCEED 1/2 INCH (12.7 MM). �„ �,;"
2933 CRESCENT AVENUE - �,,,;�{vTt c; C.O.
BOX 536 FISHERS ISLAND, NY 06390
TOWN OF SOUTHOLD,COUNTY OF SUFFOLK U ^I "' � I'I
EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 L C� ; -,: _t_ `
DISTRICT 1000,SECTION 6. BLOCK 7, LOT 4 F.� C.a
h
INCHES. rc�ti;r;�et'a;;ItTu �-;.• ,i-.�:
OWNER'S: JAMES P. &JO-ANN M.THOMPSON LEGEND. Ypi ,,' c t„ �,_ e i
(631) 788-7758 JCTI
EXISTING TO REMAIN §R311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. PLASTIC COMPOSITE EXTERIOR STAIR
TOTAL AREA OF PROPERTY:8600 S.F. ��
CLASS:ONE-FAMILY YEAR ROUND RESIDENCE TREADS SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION AND SECTION R507.3. e y � ( '
LAND USE: HIGH DENSITY RESIDENTIAL PROPOSED OR REPAIR
ZONING: LIMITED BUSINESS (LB) ZONING DISTRICT §R311.7.6 LANDINGS FOR STAIRWAYS.
CONSTRUCTED IN THE EARLY 1900'S NEW PARTITION THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH v.
TYPE OF CONSTRUCTION:CONVENTIONAL LIGHT-FRAME WOOD W/MASONRY FOUNDATION PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT
SCOPE OF WORK ROOF SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR SHALL BE PERMITTED
1. REPAIR EXISTING FRONT PORCH COLUMNS, DECK &STEPS AS PER EXISTING- (ALL WORK UNDER EXISTING ROOF) PROVIDED THAT THE DEPTH AT THE WALK LINE AND THE TOTAL AREA IS NOT LESS THAN THAT OF A
2. ADDITION: NEW ENTRANCE PLATFORM AND STEPS. REMOVAL -- QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY
HAS A STRAIGHT RUN, THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES.
LOT COVERAGE
THE LOl' ABOVE/BEYOND ............-'- §8311.7.8.1 HEIGHT.WAS CREATED PRIOR TO 1957 AND IS SUBJECT TO BULK SCHEDULE A-A
EXISTING FRONT YARD IS 24'-9" PROPERTY LINE HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING EXISTING LOT AREA:8,600 S.F. THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS
ALLOWABLE LOT COVERAGE: THAN 34 INCHES AND NOT MORE THAN 38 INCHES.
EXISTING LOT COVERAGE: 1,218 S.F. SMOKE DETECTOR
ADDITIONAL LOT COVERAGE:33.7 S.F. ENTRANCE PLATFORM AND STEPS EXCEPTIONS: LIST OF DRAWINGS:
TOTAL LOT COVERAGE: 1252 S.F. (14.6 PERCENT) 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD.
2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN A-1 A SITE PLAN, GENERAL NOTES, ENERGY CODE COMPLIANCE,
CODE NOTES SECTION FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE START ABBREVIATIONS, LEGEND, STORM WATER COMPLIANCE,
WORK SHALL BE AS PER 2015 EDITION INTERNATIONAL RESIDENTIAL CODE NEW YORK STATE PART III-BUILDING PLANNING AND HE OF A FLIGHT,THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES. GENERAL NOTES
CONSTRUCTION CHAPTER.
§R311.7.8.2 CONTINUITY. ,
AS PER:SECTION 280-120 REIPAIRS AND MAINTENANCE: HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE GENERA, .ieTES
NOTWITHSTANDING ANY OF THE FOREGOING REGULATIONS, NOTHING IN THIS ARTICLE SHALL BE DEEMED TO PREVENT NORMAL FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A A-2 A&B ELEVATIONS
y MAINTENANCE AND REPAIR OF ANY BUILDING OR THE CARRYING OUT UPON THE ISSUANCE OF A BUILDING PERMIT OF MAJOR POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS A-3 A&B FRONT PORCH REPAIR a�EFLI~p A
STRUCTURAL ALTERATIONS OR DEMOLITIONS NECESSARY IN THE INTEREST OF PUBLIC SAFETY. SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY A-4A KITCHEN PORCH FOUNDATION AND DETAILS SLC � `7•
TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT
AVERAGE FRONT YARD SETBACK CALCULATED AS PER SECTION 280-43 LESS THAN 11/2 INCHES BETWEEN THE WALL AND THE HANDRAILS. A-5A AVERAGE FRONT YARD SETBACK CALCULATIONS
A. THERE SHALL BE AN EXCEPTION TO SUBSECTION A IF THE ADJACENT PARCELS ARE DEVELOPED,IN WHICH CASE THE MINIMUM l' Yti C?
FRONT YARD SETBACK SHALL BE THE AVERAGE OF THE SETBACKS OF THE ADJACENT PARCELS.SEE A-5A
EXCEPTIONS: A-6 NAILING &TIES ;ti,
1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN.
2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE �'°q o, 0265 �I-
LOWEST TREAD. p�-NmII,
THOMPSON FRONT PORCH REPAIR & KITCHEN PORCH ADDITION COVER SHEET DATE: 7/28/17 SCALE: PI
S U S A N E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET NYC10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: 631 788-7725 REVISIONS: AS NOTED
12/12/2017 5:21:14 PM,0.0625:12,SUSAN E.YOUNG,ARCHITECT
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THOMPSON STRUCTURAL PORCH REPAIR PLUS ENTRNCE ADDITION
SCALE: AS NOTED ELEVATIONS
REVISIONS.
AdL
D E S I G N E D B Y: S U S A N E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7725 DATE: 7/4/17
12/12/2017 9:51:04 PM,0.25:12,SUSAN E.YOUNG,ARCHITECT
r
-----�----I ALIGN CENTER OF PORCH HEADER. COLUMN & FOUNDATION �-
-�_ EXIST. PORCH
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---------_-_ _ ` ` �1 ��`�`����_ HEADER
RETROFIT
RAFTER—HEADER
HURRICANE22 43/
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= POST CAP
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I CONNECTORS: _ _ _ _ _ _ _ _ _ _ s
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@ CENTER COLUMNS:
- -- - - - - - - - e - - - - - - - - - - -- - - - - - - - - - - - - --- --
1 I I I if
SIMPSON BC46 I; , I I i i , , if 11
------ -- C� CORNER COLUMNS: I t + +CENTER ON DOOR i t I i ! 1 + +t
REPLACE RAIL, DECK, JOISTS, LEDGER, END DECKING iI i ° ° �, I f ' t 1 11 1 it it
COLUMNS, FOUNDATION STEPS & HANDRAI SIMPSON LCE !+ i ; ; ; ; ; t ' i ' EQUAL EQUAL '
i ; I I'I it
WITH NEW MATERIALS AS PER DRAWINGS h - _ _ _ _ _ _ _ _ _ _ _ __ _= _ _ _:_ _ _._:_._:_ _ _ _ _:_:� C = = = = = _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __._ _ � 3IC:= = _:_:_:_._ _ _._ _:_:_:_._:_ _ _ _ _ _ _ _ _ __ _:_._ � C � c =.=:_:_ _:_._ � !
NOTES '� , ! � � I I I I
1 OVERHANG 1 , I EQUAL EQUAL r T EQUAL REMAINDER
I I r I I I I
+ .4 +il ii ii it li ti 11 II ii Ili
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- PRESSURE TREATED 4X4" 1�2 !; i ° It ! I it it
2X10" BEAM '+ i ! ' it ! I ! ! ! `
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TANDOFF, COLUMN TRIM NEW 2X8 JOISTS
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STYLE AS PER OWNER - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I I I I o i I I I z I i i
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ALIGN - - - r - - -- - - - - - - - - - - - - - - - � - - - --t - - - - = - - - - = - - - - - , - - - - - - - - -- ".r'
FOUNDATI❑N, I i o E I I t
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= m li I1 li fl ,
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PER OWNER -!- REPLACE FOUNDATION
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/ LOCATION •. 1 p
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FOOTING FORM SHOWN �• ��. .a•' •° '
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T H O M P S O N PORCH REPAIR ON FISH ERS ISLAN D.. N Y REVISIONS: FRONT PORCH FOUNDATION & mov
S U S A N E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204 ISSUE: FILING DATE: 8/13/17In
DETAILS 144-1
iize A &
12/12/2017 9:48:17 PM,0.75:12,SUSAN E.YOUNG,ARCHITECT SCALE: 3/4" = 1 FOOT
18'-sl/8" jo -
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DOUBLE 2X8" MS
I-1._.TT.--- _ _._ - _ _ _ _ _ _ _ _._ _ _ - _ - _ _._ - _ _ - L BRACKET SECURED TO 4X4"
COLUMN SECURES LATTICE
i t I I I I l i SCREEN HIDING THE UNDER
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NEW 2X8 LEDGER i l l i PORCH AREA FROM VIEW. E
_ ATTACHMENT SUITABLE FOR
. -f FUTURE REMOVAL FOR LATTICE 0 DA
REMOVAL FOR MAINTAINENANCE
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BLOCKING (TYP.) THROUGHOUT I ( i t Z I I I ) o BASEMENT
It It <:DI
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ti ti -. - - - - - - - - - it I 6
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STANDOFF OVER 6" ABOVE EXISTING GRADE
' " - — — I — — - � � s • •
° > °
8" SONOTUBE OVER J - _�_ = 1 = _�_ - TO REMAIN. BEVEL TOP ;
FOR DRAINAGE. POST ON •
UNDISTURBED EARTH BELOW FROSTLINE I p
i I I i t I I i °c.;o o R ° . STAND-OFF
I II II II � •� •
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SOIL
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NEW KITCHEN PORCH FOUNDATION NEW PORCH SECTION A-A GO
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THOMP :50N PORCH REPAIR ON FISHERS ISLAND, N Y
REVISIONS: KITCHEN PORCH FOUNDATIONS &
ISSUE: FILING
S U S A N E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204 DATE: 8/13/17 ® . .
DETAILS
1217/201710:38:47 PM,0.75:12,SUSAN E.YOUNG,ARCHITECT SCALE: 3/4!' = 1 FOOT
AVERAGE SETBACK CALCULATION OF LOTS WITHIN 300' (WEST TO EAST)
AS PER SECTION 280-43 (B)
BLOCK 7, LOT 1 FRONT YARD: 30'-7" (FROM STREET LINE)
BLOCK 7 LOT 2 FRONT YARD: VACANT
BLOCK 7 LOT 3 FRONT YARD: 0' NO FRONT YARD AS THERE IS A HOUSE IN FRONT OF IT.
E BLOCK 7 LOT 4 FRONT YARD: NOT APPLICABLE - THIS IS THE SUBJECT PROPERTY
N T
A V E N u BLOCK 7 LOT 5 FRONT YARD: VACANT
C R E S C E
AVERAGE SETBACK= 30'-7"
N
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DISTRICT 1000, a
— _ W SECTION 6.
o BLOCK 7,
LOT 4
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DISTRICT 1000, _ ... —••.
SECTION 6.
BLOCK 6, _
LOT 21 -
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16-43/9'
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ENCROACHMENT SECTION 6. 00ON VAGAN BLOCK 7. wO
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NEIGHBORHOOD SETBACK PLAN SCALE 1"= 16 FEET
24 8 —J16 FEET
GRAPHIC SCALE
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THOMPSON FRONT PORCH R E P A I R & KITCHEN PORCH ADDITION AVERAGE FRONT YARD SETBACK
S U S A N E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET NYC10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7725 REVISIONS: DATE: 7/28/17 SCALE:
I AS NOTED
12112/2016:47:14 PM,0.0625:12,SUSAN E.YOUNG,ARCHITECT
TO • • • •
- Figure 2.2c Typical Wind Uplift Connections
130 MPH EXPOSURE B WIND ZONE
CROSS SECTION END VIEW °
Table 2. General Nailing Schedule 0
�t V ° °
e ° ° e
° o° ° o
Number1 Number10 ° o0 0
° o
Joint Description1 1 0 0
Common Box Sr --i�► o' o
° o
o
e
Roof Framing
• D e LSTA21
LSTA21 °° Q
Blocking to Rafter (Toe-nailed) 2- 8d 2-10d each end Z
Rim Board to Rafter (End-nailed) 2-16d 3-16d each end
M o
Wall Framing
Top Plates at Intersections (Face-nailed) 4-16d 5-16d at joints r-
Stud to Stud (Face-nailed) 2-16d 2-16d 24" o.c.
Header to Header (Face-nailed)...,.. . 16d 16d 16" o.c. along edges � 1
0
Floor Framing _.
FLOOR
C JOIST
Joist to Sill, Top Plate or Girder (Toe-nailed) (Fig. 14) 4- Sd 4-10d per joist
Blocking to Joist (Toe-nailed) 2- 8d 2-10d each end
oe
Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block 0Z
Ledger Strip to Beam or Girder (Face-nailed) 3-16d 4-16d each joist
Joist on Ledger to Beam (Toe-nailed) 3- 8d 3-10d per joist o -- °°°
° °
Band Joist to Joist (End-nailed) (Fig. 14) 3-16d 4-16d per joist N e ° ° ° Single Strap Application
Band Joist to Sill or Top Plate (Toe nailed) (Fig 14) 2-16d 3-16d per foot ° ° HTT22
(Multiples may be used l)
°
® s
Roof Sheathing
Wood Structural PanelsSTH D8 FLOOR
JasT °
' '
rafters or trusses spaced up to 16" o.c. 8d 10d 6" edge / 6" field
rafters or trusses spaced over 16" o.c. 8d 10d 4" edge / 4" field
°
gable endwall rake or rake truss w/o gable overhang 8d 10d 4" edge / 4" field
0
gable endwall rake or rake truss w/ structural 8d 10d 4" edge / 4" field o
outlookers °°°
gable endwall rake or rake truss w/ lookout blocks 8d 10d 3" edge / 3" field
0
0
Ceiling Sheathing
o
Gypsum Wallboard 5d coolers - 7° edge / 101" field °
Wall Sheathing
Wood Structural Panels
studs spaced up to 16" o.c. 8d 10d 6" edge ! 12" field AMMlcfwwoODCOUNCIL
l studs spaced over 16" o.c. 8d 10d 6" edge / 6" field
_
25132 Fiberboard Panels Sd 3" edge / +6" field NOTE:
A WIDE RANGE OF CONNECTORS ARE AVAILABLE, AND CONCEALED OR UNFORESEEN
1/2" Gypsum Wallboard 5d coolers — 7" edge / 10" field ISSUES CAN DEVELOP. CONTRACTOR IS REQUESTED TO REVIEW TIES WITH ARCHITECT.
Floor She4 °'`
Wood Structural Panels
1 1" or less 8d 10d 6" edge / 12" field
greater than 1" 10d 16d 6" edge / 6" field
1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements.
)a � Unless otherwise stated, sizes given for nails are common wire sizes. Box and pneumatic nails of equivalent
diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. w .- manufacturing
Not Wes for
q 9 9 p Y p h p` Tns►ati
' ?f YP,
° Flanges
5
PW
Flanges
I
4
Do 00 `
0
°
SIMPSON BC46 H14 AT RAFTER H2A AT STUD H2.5A IF STUD IS NOT ALIGNED LTP4 KING STUDS TO HEADER AT LSTA24 20 GAUGE STRAPS OR CS20 250, 6
(POST CAP) OPENINGS 8' OR MORE. NAILS EACH END.
APPLY TO INTERIOR.
0
1—o
0
o
�cSER�D
HDU HOLDDOWN
SIMPSON CBSQ-SDS2 HDU5-SDS 2.5 EA. OF 6 LARGE DOORS
(ANCHOR COLUMN TO CONCRETE PEIR) VALUE ENGINEERED (ATTACH W/SCREWS) LINK W/%"THREADED ROD
(HOLDS A STUD WALL TO FOUNDATION - USUALLY AT CORNERS OR AT THE SIDE OF A LARGE OPENING) N ?�
( . 0266 �
\.._. +VEpww OS''
THOMPSON FRONT PORCH REPAIR & KITCHEN PORCHADDITION NAILING & TIES
S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET NYC10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7725 REVISIONS: DATE: 7/28/17 SCALE:
AS NOTED
12/12/20171:04:04 AM,0.0625:12,SUSAN E.YOUNG,ARCHITECT