HomeMy WebLinkAbout49014-Z TOWN OF SOUTHOLD
,cfdPl�"4'
BUILDING DEPARTMENT
"~ TOWN CLERK'S OFFICE
SOUTHOLD, NY
a.
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#: 49014 Date: 3/10/2023
Permission is hereby granted to:
Du an, Ma ellen
950 Mill Rd
Bryn Mawr, PA 19010
To: reconstruct deck addition and make alterations to existing single-family dwelling as
applied for per Trustees approval.
At premises located at:
1400 W Creek Ave, Cutcho ue
SCTM # 473889
Sec/Block/Lot# 110.-1-4
Pursuant to application dated 3/1/2023 and approved by the Building Inspector.
To expire on 9/8/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $390.00
CO-ADDITION TO DWELLING $50.00
Total: $440.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
w Telephone (631) 765-1802 Fax (631) 765-9502 liLtps://www.sotitlioldtommgy.gLov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only V I I I IVI
PERMIT NO, Building Inspector: 0
23
Applications and forms must be filled out in their entirety.Incomplete BUILDINGDEPT
applications will not be accepted. Where the Applicant is not the owner,an FO OLD
Owner's Authorization form(Page 2)shall be completed.
Dater -737
OWNERS)OF,PRO Rte":
Name: SCTM # 1000-//Z) Al'l �9. ®f7•_ f�J �._ 1)0
Project Address: ,/4?17,) 4
Phone#:L/ s�'� Email:
ZIA
Mailing Address:ZS— Z&i , Z2LOZ .
m
CONTACT PERSON:
Name:
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name: e IT I .�
Mailing Address: " '. 7 &A 0 z\
Phone#• _ K Email:
CONTRACTOR INFORMATION:=
Name—
Mailing Address: ��� � �� ✓�✓/ -' t
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other .c 'r'" r " T $ " �*r� �� D
'�
Will the lot be re-graded? ❑Yesl-15Ap Will excess fill be removed from premises? ❑Yes�lo
1
PROPERTY INFORMATION
Existing use of property; ` Intended use of property
Zone or use district in which premises is situated: Are there any cWYes
ants and restrictions with respect to
this property? El No IF YES, PROVIDE A COPY'.
❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by
Chapter 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
additions,of the
ti ns n of forSouthold,
th Id,Suffolk,Coun<y,New`York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
housing cotle and regulations a d to admRauthorized Inspa or cleirt6tio as iectorscribed.The on premises anidantba�grees to comply with all appbcable laws,ordinances,building code,
Iding�s)for necessary inspections False statements made herein are
purishabl "asa lass A misdemeanor pursuant to`Sectlon;210.45 of the Ne�N York State Penal Law.
�,,,.
Application Submitted By(print name) ❑Authorized Agent �&Qwner
Signature of Applica Date: Z, -k-L
STATE OF �-" KQY�)a
`
COUNTY OF
jl�� Z 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/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 p
Z� day of 20 � San
Notary P lic
Carmonwealth of Pennsylvania-Notary Seal
SARAH M TAYLOR-Notary Public
PROPERTY OWNER AUTHORIZATION Philadelphia County
y Commission Expires January 17,2025
(Where the applicant is not the owner i Commission Number 1274115
i residing at ' .
W l
do hereby authorize L �io 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
Glenn Goldsmith,President rh O Town Hall Annex
" 54375 Route 25
A.Nicholas Krupski,Vice President �,,, P.O. Box 1179
JW_ JL
Eric Sepenoski Ir Southold,New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples
n-Elizabeth Fax(631) 765-6641
Nil
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 10307A
Date of Receipt of Application: January 24, 2023
Applicant: Maryellen Dugan & David Wagner
SCTM#: 1000-110-1-4
Project Location: 1400 Fest Creek Avenue, Cutchogue
Date of Resolution/Issuance: February 15, 2023
Date of Expiration: February 15, 2025
Reviewed by: A. Nicholas Krupski, Trustee
Project Description: Remove existing deck and install new 12'4"x37'10" deck with
railing and two sets of stairs; and to prune several trees.
Findings: The project meets all the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code, The issuance of an
Administrative Permit allows for the operations as indicated on the survey prepared by
Kenneth M. ' loychuk Land Surveying, PLLC, last dated August 20, 2021, and stamped
approved on February 15, 2023; and site plan of Joseph Fischetti, P.E., dated. January
10, 2023„ and stamped approved on February 15, 2023.
Special Conditions: To establish and perpetually maintain a 20' non-turf buffer along
the landward edge of tidal wetlands; no trees on the western side of house to be vaned.
The Permittee is requiredto provide evidence that a copy of this Trustee permit has
been recorded with the Suffolk County Clerk's Office as a notice covenant and creed
restriction to the deed of the subject parcel. Such evidence shall be provided within
ninety (90) calendar days of issuance of this permit.
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be
required.
This is not a determination from any other agency.
dr v(/ �, -
A Nicholas Krupski, Vice-President
Board of Trustees
STATE OF NEW YORK
DEPARTMENT F STATE
ONE COMMERCE PLAZA KATHY Hoom
99 WASHINGTON AVENUE GOMMOR
ABANY,W 12231-0001 ROBERT J. ROORIGUEZ
HT PS://DOS.NY.GOV SECRETARY OF STATE
December 6,2022
David Wagner
dwa 1111 l.com
950 MIR Rd.
Bryn Mawr,PA 19010
Re: 0-2022-0943 David Wagner
Expand deck connected to residence(outside of Army
Corps of Engineers jurisdiction).
1400 West Creek Ave,Town of Cutchogue,Suffolk
County
No Jurisdiction—No Federal Permit
Dear David Wagner
The Department of State has reviewed your supporting information on November 6,2022.
The proposed activity does not appear to require a federal permit, license, or other form of federal
auth .
o ion. Therefore,further review of this project by the Depalftent of State and its concurrence
with your consistency certification are not necessary.
Should the Army Corps or other federal agency determine that the proposed project requires a federal
permit,license,or other form of federal mitborization or if the project is modified,please contact the
Department of State to detcrraine if further review is
This is without prejudice to and does not obviate the need to obtain all other applicable license,
permits,other forms of authorizations or approvals that may be required pursuant to existing New
York State statutes.
If you have any quesuons or need any additional mformataan regprdmg this matW,please contact me
at(518)474-6M.
Sincerely,
r
Coastal Resources Specialist
Office of Planning,Development and
Community infrastructure
STM CW RK a rime 1
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LAND N/F OF
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UPLAND AREA: 30,303 SQ.FT. or 0.69 ACRES
WETLAND AREA: 2,095 SQ.FT. or 0.05 ACRES
TOWN OF SOUTHOLD AREA: 32,398 SQ.FT. or 0.74 ACRES
LOT COVERAGE UNAUTHORIZED ALTERATION OR ADD/TION TO THIS SURVEY/S A VIOLATION OF SECTION 7209 OF T
(BASED ON 30,303 S.F.) MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A
ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE TITLE C
DWELLING W/DECK & FRONT PATIO: 2233 S.F_ LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRA
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES AF
BRICK WALKS: 180 S,F. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, AODII
BOAT HOUSE & DECK: 283 S.F. AND/OR SUBSURFACE STRUEYURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS Ph
TOTAL EXISTING COVERAGE: 2696 S.F_ or 8.9% SURVEY OF:DESCRIBED PROPERTY A,
PROPOSED OUTDOOR SHOWER: 20 S.F. MAP OF: `
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TO BUILDING WITH TIMBERLOK®
SELF-COUNTERSINKING SCREWS
BY OLYMPIC MANUFACTURING
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SHEET NO:
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2 3 SCALE: 3/8" = 1'-0" A- 3
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
-��r;'���.�FcC1n♦s��,�1'
4"h
GIRDER
DECKING DECKING W DIA.MAXIMUM
EXTERIOR
WALL k e4DECK 101ST DECK JOIST
U2'DIAMETER IAO SCREW'S, CONTINUOUS FLASHING.EXTENDED
THROUGH-BOLTS WITH WASHERS T
C
PAST)01ST HANGERS,CAULKED O Z
OR 5"LEDGERLOK SCREWS (2)T/2"GALV.OR S.S. �
PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH
AND JOIST FLUSH ON TOP JOIST WASHERS AND NUTS GIRDER
RIM BOARD CAULK 51.N LEDGER AND SIMPSON RBS
INTRUSION LEDGER AND ANCHOR
DECKING EP DIA.EXPANSION BOLTS. 1•••♦♦ ,101ST FLUSH ON TOP
EPDXY OR ADHESIVE(PER :��t COIJCRETE POSE
FLOOR •MIN. MANUFACTURE INSTRUCTIONS) �s"• Uj
JOIST 1-5/8"MIN. w/WASHERS AND NUTS PIER
5'MAX. DECK JOISTS �a � DECKING
DECK/PORCH RAILING
"MIN. ►•♦►♦,'�r�
♦a, ' •
V.
DECKING DECKING
••�' JOIST HANGER
1.1��,• ,v « DECK JOISTS
•6•• .� 2X ACQ LEDGER BOARD FOUNDATION WALL •�•
NOTE: DECK 101ST DECK JOIST _J
d •j.M f•�•�• (y ^
e�•j• ♦ BLOCKFOUNDATION .0.0 .e RAILING Uj
1�1
FOUNDATION j♦�:�� TO BE FILLED WITH • )01ST HANGER POST + �
WALL GROUT AT ANCHOR •►!•• 2X ACQ LEDGER BOARD V 1
LOCATIONS w
• HOLD-DOO
ll J
GIRDER GIRDER RIM BOARD SIMPSON /V
LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING W �
2'MIN O O
O
THROUGH-BOLTS n s"MAX. DECK JOIST
THROUGH-BOLTS SHALL HAVE A DIAMETER Or 1/2",PILOT HOLES FOR THROUGH-BOLTS 2'MIN.
SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT
HEAD AND NUT. (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST
SIMPSON CC SIMPSON CBS ^ ' ` O
EXPANSION AND ADHESIVE ANCHORS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED `+•� V
ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM
STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD
IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL EXPANSION POST CONCRETE
1 1 AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND PIER POST-TO-DECK CONNECTION �1
O O O 2"MIN. 0 5.1/2'MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL �y r
5'MAX. 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS U
® 7-1/2'MIN.FOR 2X12 LAG SCREWS
3/4'MIN. WG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES
L••d 2"MIN. LEDGER LLAG SCREW,THROUGH BOLT, DRILLED WITH 5/16'DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4'MAX.
OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-I/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND
RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE
LEDGERLOK SCREWS PIER
LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT W DIA.MAXIMUM
BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM
INSULATION.SCREWS SHALL BE DISTANCE OF 3-3/4'FROM ENDS AND I-314•
LEDGER BOARD FASTENER SPACING AND CLEARANCES
FROM TOP AND BOTTOM EDGES.
24"X24"X12"CONC.FTG. HANDRAIL NOTES:
T BELOW GRADE All required handrails shall be of one of the following types
(ALT.:BIGFOOT FOOTING) or provided equivalent graspabilhy.
Z
1).Type I.Handrails with circular cross section shall have an
outside diameter of at least 1-1/4 inches and not greater r'0„
36"MIN. than 2 Inches.K the handrail Is not circular It shall have a
perimeter dimension of at least 4 inches and not greater
than 6-1/4 inches with a maximum cross section of
FLOOR SHEATHING NAILING AT JU1/2"DIAMETER LAG SCREWS. ATTACH TO I-101ST 1/2'DIAMETER LAG SCREWS, dimension of 2-1/4 Inches. ,
6•MAXIMUM ON CENTER TO THROUGH VOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS
JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DT722 HOLD-DOWN OF(19)ed NAILS OR 5"LEDGERLOK SCREWS fIMPSDN DT72Z HOLD-DOWN 2).Type II.Handrails with a perimeter greater than 6-1/4
Inches shall provide graspable finger recess area on both
sides of the profile.The finger recess shall begin with a STAIR RAILING
distance of 3/4 inch measured vertically from the tallest
SOLID SAWN DECK 7,,.Dp I JOISTS DECK t t portion of the profile and achieve a depth of at least 5/16 ,
FLOOR JOISTS
• JOIST . JOIST t t inch within 7/B inch below the-1clest portion of the
profile.The required depth shall continue for at least 3/8 1.1/2"SPACE
THREADED ROD MAV BE THkFADED ROU MAYBEtallestportion of the profile.The minimum width of TheSLOPED UPTO HE MINIMUM 2 OJOIS SLOPED UP TO HE handrail above the recess shall be 1-1/4 inches to a
AWAY FROM THE HOUSE ATTATCHED TO lOIS7 AWAY FROM THE HOUSEL/01ST HANGER UVEB WITH(16)10d NAILS )01ST HANGER GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS
AND CLINCH radius of 0.01 inches.
W
Z
lOd THREADED NAIL OR M10 WOOD SCREWS, BALUSTERS
;�- ,I-
16" EQUAL OR GREATER THAN 3'LONG. rr^^
LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) STAGGERED IN2ROWS OPEN BALUSTER ATTACHED TO WALL z , Z L
• HANDRAIL CONNECTION W (.0 N
1
• ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS _j O O (0
U
IF BEAM IS CONSTRUCTED WfTLi 3 MEMBERS (2)THREADED NAllS D0.SCREWS AT EACH ENb OR
6 FT.MIN.EXTENT OF BLOCKING ATTATCFED OUTSIDE.MFMBER 70 THE SPLICE END:SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN z 'T
INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL O
ATTACH BLOCKING TO DECK WITH 1/2'DIAMETER LAG SCREWS. BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE _
lod NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS V/ O D M
OR 5"LEDGERLOK SCREWSVT
OWN v' 5 O `M
r �JW, � �/
STAIR TREAD �t"• LL
•.
tRIM BOARD \ . O
THREADED RODSLOPED UP TO 1STRINGER
MINIMUM 1-1/2"THICK FLOOR IOISTS AWAY FROM TBLOCKING.BLOCKS MUST (SOLIDORWOOD-1)
FILL BAY AND FR SNUGLY JOIST HANGER
JOIST
0
GIREER/HEADER STRINGER TO DECK/PORCH CONNECTION
LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE 1N (2) LOCATIONS IN DECK) 4? -
SPLICED JOISTS OVER HEADER/GIRDER DRAWN BY: JF
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST
GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE 1�10�2023
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY SPACING NOTES
STRINGER
JOISTTO: PER TOE @16" C
MODERATE SLIGHT TO SILL TOP PLATE OR 4.8d COMMO GIRDER JOIST NAIL
20 PSF 130 B SEVERE 3 FT. 11 NONE - (2)THkU-
TO HEAVY MODERATE BRIDGING 2-Bd COMMO EACH TOE BOLTS SCALE: SEE PLAN
TO JOIST END NAIL
BLOCKING EACH TOE P644 POST 4
TO JOIST 2-Bd COMMO END NAIL WOOD DIST PIER
"dia.
C PIER 16"TREAD
1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3-16d COMMO EACH TOE v
SILL OR TOP PLATE BLOCK NAIL t
LEDGER STRIP EACH FACE GIRDER/HEAI'ER •••�•:
2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. 3-16d COMMO CON
:;¢ C.SLAB '♦V
TO BEAM JOIST NAIL ,• (AS REQ.) •;.O. SHEET O
. ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL B
JOIST ON LEDGER PERT TOE
3 WOOD nlrr o s• .o •
3-Bd COMMON � "dia. �•► DECK PIER
) TO BEAM JOISNAIL ♦•
BAND JOIST PER END •;V CONC. �'�' PER PLAN
4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. To JOIST 3-16d COMMO T-O"Jolir NAIL 0•'' PIER �"'•
BANDlolsr7o: PER =LUSH JOISTS WITH HEADER/GIRDER •�.- .•�.-
SILT.ORTOP PLATE 2_16d COMMO FOOT TOE NAIL r'4•• ••`•••
5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. ALI JOISTS CONNECTED TO A FLUSH HEADER To BE SUPPORTED WITH •4
THE PROPER STEEL CONNECTOR. ` •" �•
6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE.SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS
TO ALLOW FOR SHRINKAGE. A - 4