HomeMy WebLinkAbout49885-Z w �rr� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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 #: 49885 Date: 10/13/2023
Permission is hereby granted to:
Lang, Peter
.. ............................... - -------.
865 New Suffolk Rd
Cutchogmmue,ITITNY 11935
To: Construct a front porch addition to an existing single-family dwelling as applied for per
ZBA approvals.
At premises located at:
865 New Suffolk Rd, Cutchogue
SCTM #,473889
Sec/Block/Lot# 109.-7-3
Pursuant to application dated 9/22/2023 and approved by the Building Inspector.
To expire on 4/13/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $236.00
CO-ADDITION TO DWELLING $50.00
.,..____............................................................. ....-
Total: $286.00
Building Inspector
TOWN OF SOUTHOLD-BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 litti�s://www.so'Litholdt,ownny.go�
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
. a eM..Pftm flCanr J ...'
PERMIT NO, Building Inspector-� �
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an Sulln�
Owner's Authorization form(Page 2)shall be completed. 'Town of SOUtha'd'
Date: 311 e, O?a a b�
OWNER(S)OF PROPERTY:
Name:Gretchen and Peter Lang SCTM # 1000-109-7-3
Project Address:865 New Suffolk Road, Cutchogue, NY 11935
Phone#: ..Z�S'-�'1 Email: 1" 5 " 00- Cor►-7
Mailing Address: g(t7S^ Nt,,D P U (-u +rA-) Vf' i y
CONTACT PERSON:
Name; 6 (An I
e4
` - f
Mailing Address: 1-'U-4-4o �;0)K e0a b� i os P-P A) tl
Phone#: _ Email: lan�u 001Z-01-70
DESIGN PROFESSIONAL INFORMATION:
Name:Jonathan Baker, Formworks Architecture PLLC
Mailing Address:3015 Skunk Lane, Cutchogue, NY 11935
Phone#:646-245-3603 Email:jon@formworks-arch.com
CONTRACTOR INFORMATION:
Name::
Mailing Address:
est 1 " J
Phone#: �3�Sr-g (�"! Email: 5ab fl
DESCRIPTION OF PROPOSED CONSTRUCTION
LJNewStructure *Addition LJAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $ '� Z�6,06
Will the lot be re-graded? [:]Yes A40 Will excess fill be removed from premises? ❑Yes KNO
1
PROPERTY INFORMATION
Existing use of property:Single Family Residence Intended use of property:Single Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_40 this property? ❑YesXNo IF YES, PROVIDE A COPY.
the Box After I f���1°roil The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
pier 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): 9te, 6/7 l ❑Authorized Agent Yowner
Signature of Applicant: " Date: �p/ -z Z/Z!
STATE OF NEW YORK)
SS:
COUNTY OF 'j-: l t
Y0i )
racheo knoo being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signiQ contract)above named,
(S)he is the QL-0y'1l-(—
(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/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
lorle
a90 ��yof ,20�
N Lw�ta�-
ry Public
EVE L.GATZ-SCHWAMBORN
PROPERTY ER AUTHORIZA110N 10N NOTARY PUBLIC.STATE OF NEW YORK
(Where the applicantMisMMRegistration No.OIGA6274028nottbe owner) Qualified in Suffolk County
Commission Expires Dec.24,203-4
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein,
Owner's Signature Date
Print Owner's Name
2
u
D2 BOARD MEMBERS ° Southold Town Hall
Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179
Southold NY 11971-0959
Patricia Acampora '
Eric Dantes Office Location.
Robert Lehnert, Jr. r Town Annex/First Floor
^� 54375 Main Road(at Youngs Avenue)
Nicholas Planamento Southold,NY 11971
http://southoldtownny.gov ,
ZONING BOARD OF APPEALS q- � 11. Y0 m
TOWN OF SOUTHOLD
Tel. (631) 765-1809
'� 1 DFSI II�CL� >, �R hold TOwn C' p,
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF FEBRUARY 16, 2023
ZBA FILE# 7663
NAME OF APPLICANT: Peter and Gretchen Lang
PROPERTY LOCATION 865 New Suffolk Road, Cutchogue,NY 11935 SCTM# 1000-109-7-3
SEQR.A D1"_11,RMIN, I : The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type 11 category of the State's List of Actions, without
further steps under SEQRA.
ll I FLK CQUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
,
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply
Cour
dated stating that this application is considered a matter for local determination as there appears to be no significant
county-wide or inter-community impact.
LWRP D1 ER.;h!INAIl ., The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY I"AC 1 8,/"h31:.SCI :lP1I0N. The subject property is a non-conforming 20,750.8 square foot parcel located
in an R-40 Zoning District. The parcel runs 100.00 feet along New Suffolk Road, runs 200.14 feet on the North side,
nuns 107.50 feet on the East side, and runs 200.00 feet on the South side. The parcel is improved with a two-story
frame dwelling, a wood pergola, a frame garage, a wood deck, planter with koi pond, and a frame barn with a wood
deck. All is shown on a survey by Kenneth M. Woychuck, L.L.S. dated May 2, 2017.
BASIS F AI'1jLI(LATIQ,N: Request for a Variance from Article XXIII, Section 280-124; and the Building
Inspector's January 18, 2022 Notice of Disapproval based on an application for a permit to construct a fi-ont porch
attached to an existing single-family dwelling; at;; 1) located less than the code required sninimum front yard setback
of 35 feet; located at: 865 New Suffolk Road, Cutchogue,NY. SCTM No. 1000-109-7-3.
RELIEF REQUESTED: The applicant requests a variance to construct a deck attached to the font part of the house
that will result in a front yard setback of 32'2" where town code requires a 35 foot minimum front yard setback.
ADDITIONAL.INI O,RIv1A" IC ;_At.the hearing,the applicant presented photographic evidence that prior to zoning,
a front porch had existed in approximately this same location, The applicant has the benefit of Certificate of
Occupancy No. Z8003, dated November 15, 1977 for a private one family dwelling with old barn and accessory
shed; C/O No. Z9319, dated November 29, 1978 for accessory barn with deck addition; Certificate Of"Occupancy
No. Z13663 dated July 23, 1985 for deck arbor addition to a one-fa°nily dwelling; C/O No, 21.6338 for ar7 arbor
addition to an existing one family dwelling; C/O No. 40'717 for additions and alterations to an existing one family
Page 2, February 16,2023
97663, Lang
SCTM No. 1000-109-7-3
C/O No. 42898 for a niudroorn addition to an existing single family dwelling; C/O Z 31219 for installation ofa,wood
stove in an non-habitable accessory building as applied for; and C/O No.Z29485 (or deck repairs to an existing deck
attached to an existing accessory building.
The applicant presented an old historic photograph as evidence that the house existed in this location with a front
porch prior to zoning which came into effect in 1957.
FFNJINQ 5m,QU6 /_KLA�, )N5L( "HON:_fl� [10ARD Ac__
The Zoning Board of Appeals held a public hearing on this application on February 2, 2023 at which time written
and oral evidence were presented. Based Upon all testimony,documentation, personal inspection of tile property
and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
I. Town Law §267-b(3)(b)(1). (3razit of the variance will not produce an undesirable change in the character of tile
neighborhood or a detriment to nearby properties. The neighborhood is an older neighborhood with many historic
Domes that pre-date zoning. The subject house pre-exists,zoning and the applicant proposes to restore a front porch
that once existed as shown in photographic evidence. it is common for older houses which pre-exist zoning to have
non-conforming setbacks.
2, "rhe benefit sought by the applicant cannot be achieved by some method, feasible
for tile applicant to pursue, other than an area variance, The house is an older house with a pre- existing non-
Conforming front yard location. Any proposed front porch will require the benefit of variance relief.
3. Town Law §267-k3)(b)(3). The variance granted herein is mathematically substantial, representing 8% relief
from the code, However, historic restoration of older homes is supported by the Town of Southold Comprehensive
Plan and the proposed porch will have a slightly greater front yard setback at 32.2 feet than the existing
dwelling at 31.8 feet.
4. 'rown Law t1267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on tile physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. The difficulty has been self-created. Tile applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that tile applicant haactual or consructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect priord to oral the tirnetofpurchase.
6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy tile benefit of a front deck while preserving and protecting the character of the neighborhood and
the health, safety and welfare of the community.
LUQLUEtQN, OL',LHE BOARD: In considering all of the above factors,and applying,the balancing test under New
York'Town Law 267-13,motion was offered by Member Dant s, seconded by Member Planamento, and duty carried,
to
GRANT the variance as applied for, and shown on the Architectural plans (Sheets G-001, A-101, A-102 and A-
201) prepared by Jonathan Baker, Architect, dated June 5, 2021.
Page 3, February 16,2023
#7663, Lang
SCTM No. 1000-109-7-3
S2UJ13.1ECT "1"O TIME FOLLOWING CONDITIONS:
1. The subject porch shall remain unenclosed and unconditioned.
IMPORTANT LIMITS ON THE APPROVALS GRANTED HEREIN
Please Read Carefully
Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding
the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department
of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public
hearing before the Zoning Board of Appeals.
Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey
cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted
herein, are not authorized under this application when involving nonconformities under the zoning code. This
action does not authorize or condone any current or future use, setback or other feature of the subject property
that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in
this action.
TIME LIMITS ON TII.IS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town
of Southold any variance granted by the Board of Appeals shall become null and void where a
Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with
the Suffolk County Clerk, within three (3) years from the date such variance was granted. The
Board of Appeals may, upon written request prior to the date of expiration, grant an extension not
to exceed three (3) consecutive one (1) year terms. rr IS THE PROPERTY OWNER'S
RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE RE LIIRED 1 IME
FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by
the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and
require a new variance application with public hearing before the Board of Appeals
Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planamento(5-0).
l41,,,.
Leslie Kanes Weisman, Chairperson.
Approved for filing '7/2023
02--�-3 -
PROJECT
N
LANG RESIDENCE
E N RA TES TOWN OF SOUTHOLD ZONING ANALYSIS INFORMATION
ADDRESS
1. ALL WORK under this Applicati n shall cemply with the 13. The GENERAL CONTRACTOR is responsible to verify with ADDRESS: 865 NEW SUFFOLK ROAD,CUTCHOGUE, NEW YORK 11935 CUT HOGNEW IE, NY ROAD
2020 International Residential Co e of New York State, (IBC 2020). his PLUMBING SUB-CONTRACTOR the size of the existing TAX MAP# 1000-109-7-3 cuTCHocuE, NY
Hot Water Heater (HWH) and whether the existing HWH will be Code Section Zoning District Classification: R40 Total Lot Area: 0.5 ACRES; 21,780 SF
,t 2. NO .WORK shall proceed) until such time as the TOWN OF of sufficient capacity to support the additional hot water
SOUTHOLD BUILDING DEPARTMENT has issued a Building demand for the Master Bathroom. If deemed insufficient, the PERMITTED/REQUIRED EXISTING PROPOSED COMPLIANCE
y. Permit and a Plumbing Permit. GENERAL CONTRACTOR will submit to the Owner a separate
price quote to remove and replace the existing HWH with a LOT SIZE. ARCHITECT
Minimum Lot Size: 40,000 s ft. Existing,
3. The GENERAL CONTRACTOR ertifies to the Owner that he new one of sufficient capacity. q. 0.5 ACRES; 21,780 5F g, No Change Pre-Existing
is 'a licensed Contractor in the State of New York; Suffolk
County and fully insured as r quired by the TOWN OF 14. The ELECTRICAL SUB-CONTRACTOR is responsible for LOT WIDTH.
SOUTHOLD BUILDING DEPARTM NT. obtaining an Electrical ROUGHING Inspection approval from Minimum Lot Width: 150.00 ff. 100.00 ft. Existing, No Change Pre-Existing
an independent Fire-Underwriters Electrical Inspector. LOT DEPTH.
z
W
4• The PLUMBING CONTRACTO certifies to the Owner that Minimum Lot Depth: 175.00 ft. 200.00 ft. Existing, No Change Pre-Existing m �O®ffi>nhn � ��
is, a fully licensed Contractor in the State of New York, 15. The ELECTRICAL SUB-CONTRACTOR is responsible for
' ,'Suffolk'County and fully insured required by the TOWN OF obtaining a FINAL Electrical Inspection and an Underwriter's FRONT YARD. ISSUED v ��®®I , NY 11�®1
o T 21 2 796 2085
,SOUTHbLD BUILDING DEPARTM NT. Electrical Certificate for the new work approval by an Minimum Front Yard: 50.00 ft. 30.00 ft. Existing, No Change Pre-Existing
independent Fire-Underwriters Electrical Inspector.
, I• REVISED&RESUBMITTED ® LL, L,,, inIo@formwoTks-arch.com
�- 15. Th`b';'ELE CTRICAL CONTRACTOR certifies to the Owner that - SIDE YARD. f®Tunw®rP63sdau°Dh.corn
fully licensed Contractor in the State of New York, 16. The GENERAL CONTRACTOR shall submit to the Owner's
Minimum Side Yard: 15.00 ft. Side Yard 1: 11.6 ft. Existing, No Change Pre-Existing NO CHANGES 0 -
Side Yard 2: 39.3 ft. 30.0 ft.
'�'',' Suffo� r;;County and fully insured required by the TOWN OF the Original (green) FINAL Underwriter's Electrical Certificate Yes,Complies N
for submission to the Inc. Village of Floral Park Building OMITTED
,`S:OUTHOL`D BUILDING DEPARTM NT. 9 g BOTH SIDE YARDS. - N
Department. Minimum Both Side Yards: 35.00 ft. 50.9 ft. 41.9 ft. Yes,Complies r
CONTRACTO is to field measure the SHT. N0. TITLE
C=)REAR YARD.
xieting'.conditions affected by the proposed work to confirm 17. The GENERAL CONTRACTOR and his Sub-Contractor(s) „
i kt Minimum Rear Yard: 50.00 ft. 126.8 ft. Existin No Chan e
all dlm0nsibns prior to proceeding shall make any and all changes to their work as deemed 9- g Yes,Complies
necessary by the TOWN OF SOUTHOLD BUILDING
LIVABLE FLOOR AREA. G-001.00 PROJECT LOCATION, SITE PLAN&ZONING DATA
Zv ''he;'GE NERAL CONTRACTOR is to inform James Thomas INSPECTOR at no additional cost to the owner.
Minimum Floor Area: 850.00 sq.ft. 2,344 sq.ft. 2,475 sq.ft. Yes,Complies
t, -Matfi-66 - :Architect of any discrepancies between the field
'-Con itions and the dimensions i dicated on these drawings 18. All New Conventional Wood Framing Members shall be '
LOT COVERAGE. A-101.00 FIRST FLOOR PLAN
shall be.Douglas Fir-Larch #2 minimum NO EXCEPTIONS- Maximum Lot Coverage: 20% (4,356 sq.ft.) 6% (1,269 sq.ft.) 6% (1,400 sq.ft.) Yes,Complies
prior.ta'proceeding.
' A-102.00 FOUNDATION&ROOF PLAN
8. The,GENERAL CONTRACTOR is responsible to coordinate 19. Written dimensions shall take precedence over scaled BUILDING HEIGHT. 0
p y q 9 9 g 9 27.50 ft. g- g p
the work performed b all tirades including but not limited to: dimensions and detailed drawings over smaller scale drawin s. Maximum Building Height: 35.00 ff. ± Existing, No Chane Yes, Complies A-201.00 BUILDING ELEVATIONS 0
his plumbing, mechanical and e ctrical sub-contractor's and
TNUMBER OF STORIES.
any other trades that may affect t is project. 20. The GENERAL CONTRACTOR shall verify & be responsible for
all existing dimensions & conditions on the job. The Architect's Maximum No.of Stories: 21 Stories 2 Stories Existing, No Change Yes,Complies A-301.00 BUILDING SECTIONS
9. The',GENERAL CONTRACTOR is responsible to coordinate Office must be notified of any deviations of the dimensions and
w
. ,all ,locations where wood blocki g and/or plywood backing conditions indicated on these drawings.
AREA CALCULATIONS: EXISTING PROPOSED
may be necessary for a proper in A401.00 ENLARGED PLAN, ELEVATIONS,&PLUMBING RISER DIAGRAM
tallation.
FL::
21. The GENERAL CONTRACTOR shall be responsible for bracing FIRST FLOOR AREA I 1,269 SF 1,400 SF
{ f 10. The GENERAL CONTRACT R is to confirm all finishes & protectingagainst wind & storm damage, breakage, collapse,
r erin and/or installing an SECOND FLOOR AREA 1,075 SF NO CHANGE -
with the property owner pry:r to d g / g Y distortion and mis-alignment of all areas affected by this ( E-101.00 ELECTRICAL FIRST FLOOR PLAN
finish materials. alteration. TOTAL HABITABLE FLOOR AREA 2,344 SF 2,475 SF
11, The GENERAL CONTRA TOR and his Electrical 22. The GENERAL CONTRACTOR shall be responsible for recording LOT COVERAGE 1,269 SF; 6% 1,400 SF; 6% �� f
Sub-Contractor are responsible f r coordination of all electrical accurate "AS-BUILT' DOCUMENTS of any changes made during 1
devices including but not limit to switches, gfci outlets, the course of this Alteration. TOTAL BEDROOM COUNT 3 NO CHANGE �2a f/✓fL P t-t
recessed lighting, surface moun d lightning, function boxes ` �'P
23. The GENERAL CONTRACTOR will be solely responsible for the
restoration, replacement and / or repair of any and all areas that '
12, The GENERAL CONTRACTOR and his PLUMBING were damaged by his own work force and any of his
SUB-CONTRACTOR are reaspon ible for the coordination of Sub-Contractors during this construction.
the plumbing fixtures, inc:ludin but not limited to sinks,
'faucets, toilet, soaking tub, show r controls, shower drain, etc.
ISSUE DATE
No. DATE DESCRIPTION
LAND N/F
MAIN ROAD -
OF
WARREN HORTON
0000 MERYLE KING 200.14'
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_ , �� �.� ,z_-� �� :�` .,:.' .r�:. N ZONING DATA
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r rr i r
MARK RICKABAUGH
, a a,ir4s
LOCATION OF PROPERTY SEAL & SIGNATURE DATE: 06/05/2021
SITE LAYOUT NOTES:
1. THIS IS AN ARCHITECTS SITE PLAN &IS SUBJECT TO -ED A�qc I:: HG, JB
SITE PLAN LOCI IL JL MAP
r VERIFICATION BY A LICENSED SURVEYOR. THE 'C�
:�n<:� F
vAAN
JB
9 1'.
INFORMATION REPRESENTED ON THIS SITE PLAN IS Q o� �F � ,:• - \,,•.
'1 EXISTING EXCEPT AS NOTED TO THE ARCHITECTS BEST OF KNOWLEDGE. N.T.S.
SCALE: i/16" =i-o"
}f
G 0
307$4 oQ'` G-001 .On
! _ F.N `� t, \::. PAGE
7
, ', 11' 'r•
PROJECT
LEGEND LANG
RESIDENCE
NOTES
ADDRESS
, t t
$65 NEW SUFFOLK ROAD
k, d -——_-- Based upon Table R502.3.1 (1) - CUTCHOGUE. NY
„ , EXISTING CONSTRUCTION TO BE REMOVED
�, �' FLOOR JOIST SPANS for Common Lumber Species
RESIDENTIAL SLEEPING AREAS (above)
EXISTING WALL CONSTRUCTION Live Load: 40 psf
Dead Load: 20 psf
L'
Joist Spacing: 12 o.c. ARCHITECT' ,• EX15TING FAMILY ROOM ��
r NEW WALL CONSTRUCTION Species & Grade: Douglas Fir- Larch #2
,•I
c - Joist Size: 2" x 8" Wood Ceiling Joists
Fgmmft
Maximum Permitted Joist Span @ 12o.c. - 141-911
EXSTING DOOR
Actual Maximum Joist Span = 1'-4!,- therefore, o.k.
82 John Street
Note: Contractor to provide solid wood blocking at mid-span erool1lyn, NY 91201
NEW DOOR T 212 796 2
ink@formwoft-arch•c rn
formworlm-arch.com
EXISTING LIVING ROOM Based upon Table R802.4 2 -
CEILING JOIST SPANS for Common Lumber Species
a UNINHABITABLE ATTICS WITH LIMITED STORAGE AREAS (above)
r•.
Live Load: 20 psf
O Dead Load: 10 psf
Joist Spacing: 16" o.c.
Species & Grade: Douglas Fir- Larch #2
Joist Size: 2" x 8" Wood Ceiling Joists
Maximum Permitted Joist Span: 16' - 6'
EJ Actual Maximum Joist Span: 13'-3", therefore, o.k.
Note: Contractor to provide solid wood blocking at mid-span
NEW COVERED WOOD _--- _ --___ EXISTING WOOD STOOP I I
PORCH TO MATCH - - TO BE REMOVED
HISTORIC PHOTO _- _--- ..— ,
Based upon Table R802.5,1 (1) -
r EXISTING KITCHEN ROOF RAFTER SPANS for C
r-r--- I I ommon Lumber Species
_ - — ---- EXISTING DINING ROOM
I I CEILING NOT ATTACHED TO RAFTERS
•;, ;, WOW STEP TO GRADE I i I I I Roof Live Load: 20 psf
, I I I I Roof Dead Load:04
20 psf
a
00
Joist Spacing: 16" o.c.
Species & Grade: Douglas Fir - Larch #2
- - -- -- Joist Size: 2" x 8" Roof Rafters
',�a.", .':1',',;1:,x• t' ':;jl;';1a:'•4;, ` ,
:�,r :.' • -.___-- _._ Maximum Permitted Joist Span: 16 0"
9 l y
Actual Greatest Joist Span: 13' - 6", therefore, o.k.
I E
GENERAL NOTES .
ISSUE, DATE
1 . ALL WOOD FRAMING WORK under this Application shall No. DATE DESCRIPTION
' •, ;••m.w••••----•c j, lam".' ` " ".-e-v µ ,. , '.r. . - ISTING M' '1pm� r ON comply Ch P ` atp ers 5, Floors, Chapter 6, Wall
Construction
- ," '" -. x :. ,d' ►� ` ` < = {" i'4� >t xis Chapter 7 WallCoverings, Chapter er 8, Roof-Ceiling
` - Construction & Chapter 9, Roof Assemblies of the 2020
EXISTING HOSE BIB EXISTING EXTERIOR WALL XISTING MAPLE TREE International Residential Code of New York State' (IBC 2020)•
Y.•1$ .,__ TO BE REMOVED TO BE REMOVED,NEW TO BE REMOVED
BRACING AS REQUIRED no exceptions.
a 2. ALL NEW WOOD SPECIES AND GRADE shall be Douglas
. ` s Fir-Larch #2, no exceptions; see charts above for framing
sizes and spacing.
.£n" -..f;°��,c •. ;,,r`-fit{;t {`at. ♦ 1
3. ALL NEW SILL PLATES for
this proposed addition shalt be REVISION HISTORIC
4.
, 1 Q Q pressure treated and provided with a continuous copper No. DA
TE termite shied; see building se DESCRIPTION
x� �.' � g ctlons on Drawing Z-3.
oo w
4. All NEW EXTERIOR SHEATHING for the roof shall be 3/4"
- �` � •�� ?, '�'` - • �` s 2
of PROPOSED DDITlON
� l
~z=WwI 3NEW PLATFORM TO 3 thick exterior grade and the exterior sheathing for the walls
: .. , • W
Z m shall be 1/2" exterior rade.
�=-•. W / MATCH A-201 g Both the roof and walls shall be
x 'd• :.4 !�" a 4'TILE CUR
�, -` •: ;� r '- .,fir ;, a;-' t..b,-f'"'i"` - } } W1D NEW TILED PET � weather protected with DUPONT TYVEK HOME WRAP or an
SHOWER W/WATER W approved altemate:
4
" ' "'•` *: r +. y` w' $* FINISH NOTES: N LINE d DRAIN
��:- �a 1. PROVIDE SKIM COAT OF SPACKLE _ - a_
G ON ALL INTERIOR WALLS AND w
- 5. The NEW FINISHED ROOF MATERIAL shall be Asphalt
CEILINGS FOR SMOOTHNESSN
BEFORE PAINTING. SHED ROOF ABOVE ti N Roofing Shingles, (minimum 20 year); color style and
• r # r, t.
,,, ' , :•M,'-e t` # � :.�"�,` x �t, i, 2 NEW FLOORING TO MATCH
EXISTING WOOD
manufacturer as selected by owner.
r.
3 BASEMOLD TO BE X 6'W/TOP - - - EQUAL ---- -- ----- . QUAL - NEW STEPS TO GRADE: �? N
REVEAL - -- ------ —- — — — BLUESTONE ON CONCRETE
- ---- - - - - -- - - - :: N 6. All NEW DRAWING srATus
CONCRETE FOUNDATION W
EXISTING 13RICK WAIF. M WORK under this
- Application shall comply with Chapter 4, Foundations, of the DOB ID NUMBER:
'9 ,�w1 " . •. .,' •.f ''< 'rte' -- -- -- -- _ - — --_'---— -- - -- �,.,
t ' ——
_H 2020 International Residential Code of New York State, (IBC
±13'-112"v.LF. 2020); no exceptions.
ii --
. ...•� X. o ....°..... .. :_ -- _.. ._ - - - - - •-- .. _. -- '- --- shall be a minimum of
3,000 psi
_ - - -- --- .. . . .... _ 7 All NEW C
.r
ETE
. . :
y ::: f ~x-,.. ` `: - - - _.-- _ I - - EXISTING DRIVEWAY _.. I specified compressive nth accordance with
� _ - ----
To
strength)
'. I ...' .•'•, , , ,.. kE'Y'+Kc.-'m S'1..-Fi.:.:'.•?`U",.`�, ., ,�i :,iYa. :f`d�,R::., ,.'• '�� '(C: - � ._ ___ .___ ... ._ -" .._ __ _. — __ _ - .. - __ _ .. __. ._ _ _ ._ ___ ... ._ _... -. _—. -•- _ _
-
To BE REMOVED
- -- Table 402.2; no exceptions.
, S w
I (minimum clfied
,, ' ''"..' ' '; '.,, ' ..,`,' , p.•''''i=fir -^c. -Y° ��,,,,,3a,,.+.+^w."'' =;?cafl'. _ - - -- - — - — --..:' -" — -- - -- ' _. _.. .__. ._ - I .._-_. ---. -- . -- --- - - -
,--EXISTING WOOD PE
F
2•
'1• \rR Y` MR' ''�°''» tri. � -r ,�'� .i �`2 _ d x��•�>'s:- - _ - -- " "
�.,�'�.. � _ _ - , 8. All NEW FOOTINGS shall be a mini
s . 5° I mum of x
8 16
�y ;,• - with
, -,�; _. •.�:; . .�, ':- 3::k•..�` ��="j.. :.•::: w
h{,:..t4I'..II': "?,:,''.',.:, „.,,, .-., ', .•.,,;;,. '�;..- -,;.�_ - t `'� _ ;.�:� . - r� . . ':.: .,m ' ��:wx'.:1.-:....$<�,'_';. " `. �- v:�.� I'I II
la •
"7(oo�m3 Z
3AEDept copy frA-301 A-201 Fina;reviewed documentsthre ( ) # re—
bars continuous lapped and tied for the length ISA File
of the new footings and in accordance with Section R403,
.- , ; Footings and Table 403.1 ; no exceptions.
A.
*yR"wn¢. 9�'`'�•.'�r".".,"� �' �• "moi . am`-' TITLE
�[ j ,1. is..�' •> ' ' ! �: rK�'" � .`�j � .Y�,'N'` -h•• '`" ` I I
9. All NEW CONCRETE FOUNDATION WALLS shall be a FIRST FLOOR PLAN
. „•' - �� xV `: . �� - ; ; minimum of " thick, minimum of 3 000 psi
8 thi p compressive
strength and in accord
�, + {' ' ;i` .' •. ..� .. _ '4 .: .; :N-Z,,'�k r ;. `• !-vr - �� , Foundation &
� , accordance with w' Section R404,
x, ` y s Retaining ons.
qp��
'�,..�4:;•;, •. � , . - ; << ,. ..'..z;: .:: ------------------------------------� a ning Walls; no exceptions.
#','',' ', r �'-- y"'.:g" T. .�•�iC' y +�°^ ��'a`6 'i' ,�.• �'tby •:"-fid ". �°L •
. ` al I^ ($,.yam 'j]y. �y •:4;:•. ::ia - ,,{ ;y'. _,t � Ill'. •. .N.:..L:.:
e {',, •,I I I ,r.. �a `.a�.iT t+�•:.:. uit itis:'..«).. a=. _ %,%ifa.. �d;�. .��:S.Yka_xti t'..... ..:i.�Yi....exi':
10. All NEW CONCRETE FOUNDATION WALLS shall be a SEAL & SIGNATURE DATE: N/05/2021
r, 1
minimum of 8" thick, minimum of 3,000 psi compressive PROJECT NO.:
+'' JHISTO ," CONSTRUCTION op
CHK BY.
strength and in accordance with Section R404, Foundation &
DRAWING .B
Y: YD
S JB
Retaining Walls; no exceptions. JBc N COVERED WoaD P R H PHDTO PLAN FLOOR
11 . FOUNDATION
_ WATERPROOFING OF NEW CONCRETE
/ FOUNDATION WALLS shall be one layer of rigid insulation
' N .T.S. 1 4 1 0
1 with a layer of bituminous coatingin accordance with Section y4Q A-1 01 .00
17
F4F
R406, Foundatlon Waterproofing; no exceptions. N CAD FILE N0, PAGE
2 OF 7
PROJECT
LANG RESIDENCE
ADDRESS
— — — — — — — — — — — — — — — — — — — — — — — — —
865 NEW SUFFOLK ROAD
I I
CUTCHOGUE, NY
I
ARCHITECT
Fennwoft
82 John Street
T 212 796 2685�roo , NY 11201
Irb @ forPir1woft-amh.cm
rmwo .coo
'♦'i�, 4 i; r I y ;t � V'' I
tl IIia?4 ti ,1 'r ti" 1 .Ilei y t',• i I
'N;;
'I + T - - - - - - - - - - - - - - - - - - - - - - -
-�
—I I L I NEW 18'X18'x8'
CONC.
,.
...,, ., N FOOTINGS 36'MIN BELOW
NEW COVERED PORCH - I I I GRADE,TYP.
ROOFING TO MATCH EXISTING
' ASPHALT SHINGLES ON
SYNTHETIC UNDERLAYMENT ON
1/2'O.S.B.DECKING
F
I
WOOD FRAMED PORCH ABOVE TO BE
FRAMED W/2X8 JOISTS 16'OC WITH
i I I 2X8 MEMBERS BETWEEN PIERS
SLOPE �—}
1:12
JC�f NEW 6X6 TREATED WOOD
I I I POSTS,TYP.
I— — — — — — — — — RELOCATED DOWNSPOUT
EXISTING GUTTER SLOPE TO °D i UNEXCAVATED
RELOCATED DOWNSPOUT,RELINE
WITH EPDM MEMBRANE I I I I
ISSUE DATE
i
' — — — — - NO. DATE DESCRIP11ON
2" I 4-9'
i I I EXISTING CRAWL SPACE
i I I
DOWEL4N NEW FOUNDATION WALLS
NEW FOOTING INTO EXIST.WALLS
&FOOTING WI115 RE-BARS
3
LL
Lu 0
PROVI NEW 18'X 24'
0
i I I Z CRAWLSPA E AND B SEMEN f
REVISION HISTORY:
NO. DATE DESCRIPTION
TOP OF NEW FOUNDATION WALL I ` N 3'CONC. 10 MIL TREATED 2X10 WOOD JOISTS
o TO BE LEVEL WITH TOP OF EXIST. I I F c i —VAPOR BARRIER 6'MIN. ~— )
MATH w FOUNDATION WALL ( I o v CLEAN COMPACTEb FILL,TYP.
�+ I EXISTING NEW GUTTER TO MATCH EXISTING. NEW CRAWL SPA
SLOPE TO RELOCATED DOWNSPOUT
I NEWWPOUREDCONC.
NEW ADDITION ROOFING TOMATCH EXISTING I I Z FOUNDATION WALL ON 1 NEW 24'XY4'X24'CONC.PIER 36'
FTNG.Wl(2)#5 CONT.BARS TO MIN BELOW GRADE,TYP.
ASPHALT SHINGLES ON
I BELOW MOST LINE,TYP.
SYNTHETIC UNDERLAYMENT ON
tl2'O.S.B.DECKING I L - - - -- ^ - - - - - - � _
WLSPACE WILL BE BUILT IN — — — — — —— — — — — — — —
PROVIDE ICE 8 WATER
' I , METAL ROOFING W/HIDDEN COMPLIANCE WITH SECTION R408 `— J
SHIELD AT ALLEAVE� I CE OF THE - - - - - - -- - - - - - - - -
FASTENERS VALLEY LOCATIONS,TYP.
2020 NYS RESIDENTIALCODE.CODE
i'
DRAWING STATUS
MATCH EQUAL t5-72 EQUAL MATCH 'CONCRETE SLAB/STEPS
EXIST. EXIST. t13'-112 DOB ID NUMBER:
FOUNDATION PLAN
SCALE:A = I'-O'
IXISTING EXCEPT AS NOTED Plug Dept copy trom ZBK
finar ���3$
LBA File*
Data: /
TITLE
FOUNDATION & ROOF PLAN
SEAL k SIGNATURE DATE: 06/05/2021
PROJECT NO.:
NCONSTRUCTIONN
NgNe,��'�'/� DRAWING BY: YDS JB
PLAN - ROOF CONSTRUCTION PL - FOUNDATION CHK BY: JB
AN
' » > » » ) —o))
= 1 ' —O
_ —
1 /4 1 0 1 /4 1
A-102.00
0�N�, CAD FILE NO. PAGE
PROJECT
LANG RESIDENCE
ADDRESS
865 NEW SUFFOLK ROAD
CUTCHOGUE, NY
i
ARCHITECT
82 John Street
rock", NY 91209
T 212 790 2665
Mo G gicrmw®rks-arch oc®m
formworks-a rch.com
II I I11 -
NOT E.ALL WOOD TOBE
PRE SURETREATED } I
i -
FOR EXTERIOR USENE
L+.• ISI--i- E-II — : , _ �~
_ ROOFING TO MATCH IX
ASPHALT SHINGEL Li�F`.
O.S.B.DECKING_ ± !i E E ~I } i ' -±
-
.. -----�_- _.-`__- -i• I i f I I ! { # f i NEW FASCIA
I I __.L-_____ _._ _ NEW 6X WOOD FASCIA _ . I TO MATCH EXISTING
�_•-
-�-
NEV 6X6 TRT,WOOD - -- -- - -'� _ ( WINDOW TO MATCH
I
ADJACENT B OVER 6
i
SUF PORT POSTS,TYP.
DOUBLE HUNG.2`.6'WX
LLU
FMI ,�,��-•�.�,. _ -0"T CENTERED IN ROOM
L 11,
{ ,I. .-,._.1 L_ 1_; ILL NEW BOARD&BATTEN
j
-- Li. LLi_ _i SILLU
DING
-"- NEW 1X8 SKIRT ARD
I± i BO NEW WOOD STEP TOG E I I.
i
:''''',:j'.'''''�r�r',±1''�,;;!,,'',iI:`?•.',., ': ,'!7'. `',�,' , ' /' - _i�i._':a-I_�- `- -4- -`',; I -t - � y 1�-!•�!-�j-i-i'{i�-I--j-t,('--_;!I__)•-u_-- -----�-it#.-—_-J--I_.-�•t-----.--_�_-I4I�»_•-.:�-i_----_`_
_„4 J-Li_-3.-iU__--.;!n�r�-L�.�-.s�!—'.-(.--.�.i;_�--'I_.-J±-}!.!I.�-L`±i_-#iI�.r�IiI�--{I-�i_--_:��ii r•�I.�.-�.�-J-�.'_�!I 3-`±.-J-I I•1fJI`-;I-_LJ..ti� I J...J1i.-_-I I:I..ii_._i.ir,'i-fI'..mo-_'II�'i"•-I�-�I--I..�_:1I-�_.--i�!:.,t!I-.-.--,-.--
�..-•-+f-{J-I 1-;}:__i;; #!.,ijI1_;�
_
NEW WOOD STEPS TOGRA
DE
ISSUE •D
ATENE T ELEVATION (FRONT) NO. D
ATE
DESCRIPTION
- -0„1 4 REVISION HISTORY.
NO, DATE DESCRIPTION
l J- '
LJ_
NOTE ALL WOOD TO BE If LU
PRESSURE TREATED
if
EXTERIOR USE SDRAWING
w,'•.;:y,L':44:.`:•..:''�,it".'•'`1�,!.;„,,'I,'1';j,a1{di�,.,,.•:—1,,'',,`.r.”il'I,,:�',''','i,',,'••• "'"„,r,Y.�,';,;,;��°,. ,'��'', ',','!i,4,;'��:;p:..�4''i':`,i'�s.,,,,.-vYrs..'',”'.-i�'+t+'. f:r
,+Fi-iL-I.._!ii i i ' j!=-•-- -.. 'ti_Tt,t;(-. i i1I-+=±�L---i�-!I_^}-__--------_---_"-_'-•-''--.-_-------�j-.-_�----_I--_.-5#_•-!L-i{_
_�.,i$i'�----}-h_ti�_.-I_I-#_.�'iiI__ii-i;.-_,-IJ-I"+I_.f{JIf•!-.-_iii..-�.�rri-j`i--I 1I-#—I—r±-4
I,.,-{-,3-y��---i�-�-.}1±--j-�_-_{.i�-_I.i�._-1`--!I".�Ii�i`!'--•-;`I,j�--J-_►If`�}�---•!t#--;-7!tt_--it_1I�I--_-_±It'JI#`ii_�-�-.�.�t_JI��(+f,_}_j_II-I I�illi ;I.f1t_-t1 I}I.._-It�'._�j_iaI__#I�
ri_,#iI•±
�.-
[.
_--
i;_�J�i.I.tLS:I-I-�_-�--,j•_I'I
•
I
I 1 ' p
3tctt%aD Kl'YHDrS�gTp•A.pN T°t�•UNEW GUTTER TO MATCH / EXISTING GUTTER,SLOPE TO NEW COVERED PORCH _EXISTING,SLOP TO RELOCATED RELOCATED DOWNSPOUT,RELINE ROOFING TO MATCH EXISTING
NEW ROOFING TO MATCH -'DOWNSPOUT WITH EPDM MEMBRANE ASPHALT SHINGLES ON ON 112' LN
EXISTING:EPDM ON ON 112" O.S.B.DECKING
O.S.B.DECKING
,! JDOB ID NUMBER.f.oi:: NEW FASCIA# I70 MATCH EXISTING
NEW EAVE AND FASCIA
NEW WOOD FASCIA I NEW BOARD&BATTENNI 111111
TO MATCH EXISMG L AT D T I ) SIDING
NEW 6X6 WOOD SUPPORT NEW BOARD& POSTS,TYP.
BATTEN SIDING
F
NEW DOOR WITH INSULATED GLASS-
NEW
LASS DOOR Wf INSULATED LOW-E
CLAS
NEW WOOD STEPS TO GRADE NEW 1X8 SKIRT BOARD ±
NEW WOOD STEPS TO GRADE I TITLE
BUILDING
roCUm�m EZ
BL,q
E
VAT:,-IO'.
-NS
[ZBA
SEAL & SIGNATURE DATE: -
06
/05/
20
21
��EAT ELEVATION (REAR) SOUTH (SIDE) HG, JB
JB
/ It41 / 3o,g4 A-201 .00
OF N PAGE
4OF7
7
PROJECT
LANG RESIDENCE
ADDRESS
865 NEW SUFFOLK ROAD
CUTCHOGUE, NY.
ROOFING TO MATCH EXISTING GABLE ROOF
ASPHALT SHINGLES ON ON T&G DECKING CONT.FLASHING
2X6 DOUGLAS FIR WOOD RAFTERS,TYP.
2X6 WOOD LEDGER W/STAGGERED ARCHITECT
FASTENERS AS REQUIRED
10
CONT.DRIP EDGE 1 T—
+' 2X8 DOUGLAS FIR BEAM G50o[> r r o t c e c(ITS poQ6
82 John StraM
Brooldyn, NY 11209
4" T 212 788 2685
info 0
® )3s-arch.c6m
f®Q'mw®ft-aPrDh.0®P1rD
.a,,
1
{ '
ED WOOD
2X8 TREATED JOISTS,TYP.
� EA
! 6X6 DOUGLAS FIR WOOD POSTS,TYP. CONT.FLASHING W1 DRIP EDGE
WOOD DECKING
2X8 TREATED WOOD LEDGER WI STAGGERED
FASTENERS AS REQUIRED
2X8 TREATED WOOD GIRDER.
' - r
o
6X6 TREATED WOOD POSTS,TYP.
r ,
18'X18'X8'CONC.FOOTINGS 36"
;•'. MIN BELOW GRADE,TYP.
COVERED PORCHSECTION
1 /2 = 1 —0 ISSUE DAIS
N0, DATE DESCRIPTION
1 J ROOFING TO MATCH EXISTING
EPDM ON ON 1/2"O.S.B.DECKING
1
ROOFING TO MATCH EXISTING '
EPOM ON ON 1/2"O.S.B.DECKING
MATCH EXISTING
CONT.DRIP EDGE
''r \ A
i\ 'J t,
•' •, NEW GUTTER TO MATCH EXISTING
FASCIA TO MATCH EXISTIN
EAVE AND FASCIA TO MATCH EXISTING
kit
Lit518"GYP.BRD.ON 2X8 WOOD 518 P.BRD.ON 2X8 WOOD REVISION HISTOW.
{' 1 JO T!5'@ 12 O.C.W/FULi N0. DATE DESCRIPAON
JOISTS @ 12"O.C.W/FULL y
INSULATION(R-49 MIN.) INSULATION(R-49 MIN
V2"GYP.BRD,ON 2x4' 12"O.C. 112"GYP.BRD. N 2x4's @ 12"O.C.
WI FULL INSULATIO (R-21 MIN.) W1 FULL IN U ON(R-21 MIN.)
PROPOS D ADDITION
EXISTING MUDROOM
PROPOSED A DITION
INSULATION R-30 N.
' F L INS LATION(R-30 MIN.) FULL IN ( )
NEW ARD AND BATTEN SIDING,PAITED
TO MATCH EXISTING SIDING TILE FL RING ON 112"CEMENTITIOUS TILE FLOORING ON 1/2"CEM NTITIOUS NEW BOARD AND BATTEN SIDING ON HOUSE
ON HOU WRAP(TYVEk OR EQUAL)ON 1l2" BACKE} B RD ON 314"PLYWOOD BACKER BOARD ON 314"PLYWD WRAP(TYVEK OR EQUAL)ON 1/2"O.S.B.
O.S.B.S FATHING ON 20's @ 16"O.C.,TYP. GLUE6&NAI IDTO 2X10 WOOD JOISTS GLUED&NAILED TO 2X10 WOOD OISTS SHEATHING ON 2XVS @ 16"O.C.,TYP.
+ ON 61ST HAN RS,@ 12"O.C.,TYP. ON JOIST HANGERS,@ 12"O.C.,T`�P.
2 6 TREATED PLAT 1/2"SILL SEAL KEEP EXISTING WOOD FLOORS DO NOT REFINISH TREATED 2x6 LEDGER BOARD W1112" IA
NEW WOOD STEPS TO GRADE,TREATED STRINGER DRAWING STATUS
PROTECT w/MASONITE BOARD OR EQUAL GALV.BOLTS @ 24"O.C.SET IN EPDXY
• ti EXISTING FLOOR JOISTS TO REMAIN
008 ID NUMBER:
EXISTING CRAWL SPACE `=
o
NEW CRAWL SPACE
' TREATED 2x10 LEDGER BOARD
P OVIDE 60-MIL POLYMER MODIFIED W1112"DIA.GALV.BOLTS @ Z4" EXISTING FOUNDATION TO REMAIN NEW CRAWL SPACE
ASPHALT OR SIMILAR APPROVED ° O.C.SET IN EPDXY PROVIDE 60-MIL POLYMER MODIFIED
ASPHALT OR SIMILAR APPROVED
WATERPROOFING BELOW GRADE
WATERPROOFING BELOW GRADE
M
d
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