HomeMy WebLinkAbout49806-Z 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#: 49806 Date: 9/29/2023
Permission is hereby granted to:
Syron, Robert
180 Marina Ln
East Marion, NY 11939
To: reconstruct front porch addition to existing single-family dwelling as applied for.
At premises located at:
180 Marina Ln, East Marion
SCTM # 473889
Sec/Block/Lot# 35.-8-5.12
Pursuant to application dated 9/12/2023 and approved by the Building Inspector.
To expire on 3/30/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $336.00
CO-ADDITION TO DWELLING $50.00
Total: $386.00
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) 765-95021st. : ay . o� holdtottt o
i Date Received
APPLICATION FOR BUILDING PERMIT
D EC EIVE ,
For Office Use Only
SEP 12' 2Q3
PERMIT NO. Building Inspector:
Applications and forms must be filled out in their entirety.Incomplete Building!
De frole�
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNERS)OF PROPERTY:
Name: SCTM#1000-bio X'
Project Address: ,. 'i AA
Phone#: Z y ( 2-30 Email-
Mailing Address: '
CONTACT PERSON:
Name:
Mailing Address:
Phone#» 1
DESIGN PROFESSIONAL INFORMATION:
Name:g Address.
Mailing �. �
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Phone#: Email:.
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CONTRACTOR INFORMATION:
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Name:
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Mailing Address»
Phone#:
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DESCRIPTION OF PROPOSED CONSTRUCTION
Cost of Project:
2�'NewStr�ac re ❑Addition ❑Alteration Repair Demolition Estimated Cosp0
❑Other . i
Will the lot be re-graded? ❑Yes a Will excess fill be removed from premises? ❑Yes No.
1
�"° � PROPERTY INFORMATION
Existing,use of property: Intended use of property:
Zone or use district in which-premises is situated: Are there any covenants and,restrictions with respect to
this property? Dyes❑No IF YES,PROVJDEA 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.APPUCATION 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 230AS of the New York State Penal Law.
Application Submitted By(print name): QAuthorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
77 L-
COLI UTTY 1 S� Ss- Al
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.,,.
being duly sworn,deposes:andsays that(s)he:is the applicant
(Name of individual signing ontract)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 woricand 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
XI'/""day of � � C_Q .,
Notary Public
LYNN E STEVENS
Notary Public-State of New Ymt
PROPERTY OWNER AUTHORIZATI®N .OIST6269424
Qualified in Suffolk County
(Where the applicant is not the owner) Commission Expires !?UZ-
I, residing at (A ,t
V;tae en
r( do he authorize4 -to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's ure Date
Print Owner's Na
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Successor To:
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS Z
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DECKING DECKING 4"DIA.MAXIMUM �}-
EXTERIOR I I ^
WALL DECK JOIST DECK JOIST
1/2"DIAMETER LAG SCREWS, Z
THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING,EXTENDED •.^�
OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2)1/2"GALV.OR S.S. G G
PREVENT WATER INTRUSION LEDGER FLOOR
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DECKING 1/2"DIA.EXPANSION BOLTS. .e JOIST FLUSH ON TOP CONCRETE
FLOOR "MIN. EPDXY OR ADHESIVE(PER POST O
JOIST 1-5/8"MIN. MANUFACTURE INSTRUCTIONS) A �•J•
w/WASHERS AND N S d' PIER DECK/PORCH RAILING W
5"MAX. DECK JOISTS ,��� • DECKING /j,
"MIN. C�•:;e. � '-1
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«�' JOIST HANGER �•• �•
1�>: b••• ,b •s DECK 101575
►,•t•a• 2X ACQ LEDGER BOARD FOUNDATION WALL •�.� w
a •r.y, NOTE:
.1. .v• a
'�Oe • BLOCK FOUNDATION
CECK JOIST DECK JOIST
FOUNDATION•C• �� TO BE FILLED WITH A i JOIST HANGER POST
WALL •j GROUT AT ANCHOR ���0!•• 2X ACQ LEDGER BOARD /•�� n
LOCATIONS
SIMPSON DTT22 HOLD-DOWN •H/
GIRDER GIRDER RIM BOARD
LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING t /� ~%
2"MIN. W O
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THROUGH-BOLTS 5.MAX. DECK JOIST �—J�
THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS o Ljj2"MIN. O
SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT 1:4
HEAD AND NUT. (2)AG GALV. W S.S. 2X BLOCKING AT EACH POST
SIMPSOTV CC SIMPSON CBS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED
EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM (� O
12"OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE
IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION 00
PIER POST-TO-DECK CONNECTION W
AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND
2"MIN. 5-1/2"MIN.FOR 2XB EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL
O ® ® O 6-1/2"MIN. OR".
R 2X10 ANCHORS MUST HAVE WASHERS
5"MAX.
o ® ® 7.1/2"MIN.FOR 2X12 LAG SCREWS (�
3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".JAG SCREWS SHALL HAVE PILOT HOLES1
b•I2"MIN. LEDGER L LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. �y
OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1.1/2"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 L,j,,,�
LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM Uj
BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM
LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4"
FROM TOP AND BOTTOM EDGES.
24"X24"X12"CONC.FTG. HANDRAIL NOTES: O
Y BELOW GRADE All required handrails shall be of one of the following types 0
(ALT.:BIGFOOT FOOTING) or provided equivalent graspability. Z
1).Type I.Handrails with circular cross section shall have an
outside diameter of at least 1-1/4 Inches and not greater m W
36"MIN. than 2 Inches.If 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 1/2"DIAMETER LAG SCREWS, ATTACH TO I•JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2.1/4 Inches.
6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS
JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT22 HOLD-DOWN OF 09)8d NAIIS OR 5"LEDGERLOK SCRE%S SIMP$G1N DTT2Z HOLD-DOWN 2).Type lI.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 ,
SOLID SAWN
s s • • • • L s distance of 3/4 Inch measured vertically from the tallest
FLOOR JOISTS DECK I s I JOISTS DECK 1 s portion of the profile and achieve a depth of at least 5/16
JOIST 1 1 JOIST s s Inch within 7/8 Inch below the widest portion of the
s L L s profile.The required depth shall continue for at least 3/8 1-1/2"SPACE LU
inch to a level that is not less than 1.3/4 inches below the MINIMUM
THREADED ROD MAY BE THREADED ROD MAY BE tallest portion of the profile.The minimum width of the //••��
SLOPED UP TO HE MINIMUM 2 TO
SLOPED UP TO HE handrail above the recess shall be 1-1/4 Inches to a
' AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE
•• JOIST HANGER GIRDER WEB WITH(16)10d NAILS L JOIST HANGER GIRDER maximum of 2-3/4 Inches.Edges shall have a minimum HANDRAILS
AND CLINCH
radius of 0.01 Inches.
W
BALUSTERS W
lOd THREADED NAIL OR#10 WOOD SCREWS,
LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16'aC EQUAL OR GREATER THAN3"LONG, z
STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL Q)
• " HANDRAIL CONNECTION z ,Lo^
• ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH � '^ �
IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS W ^v,'
6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1.1/4"NOR MORE THAN 2"IN `V
1
INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL O O LO
`^
ATTACH BLOCKING TO DECK WITH I2"DIAMETER LAG SCREWS,
BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE
10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS � O
OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN � OM1
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DECK L 1 STAIR TREAD 'O rU)
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THREADED ROD MAYLL
MINIMUM 1-1/2"THICK FLOOR JOISTS SLOPED UP TO 1:12 STRINGER .A`
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FILL BAY AND FIT SNUGLY LJOIST HANGER GIRDER
JOIST ^^
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LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS 1N DECK)
SPLICED JOISTS OVER HEADER/GIRDER
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST
GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE DRAWN BY: JF
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAIL NAIL
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY SPACING NOTES
STRINGER
JOIST TO: PER TOE X16"« ^/J J/20��
4-8d COMMO Vx 11
MODERATE SLIGHT TO SILL TOP PLATE OR GIRDER JOIST NAIL
20 PSF 130 6 SEVERE 3 FT. 11 NONE (2)01 TS
TO HEAVY MODERATE BRIDGING EACH TOE BOLTS
TO JOIST 2-Bd COMMO END NAIL �
BLOCKING EACH TOE P944 POST 4
TO JOIST 2-8d COMMO END NAIL WOOD JOIST ANCHOR "dia.
PIER SCALE: SEE PLAN
1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BOR TO PLAT 3.16d COMMO EACH TOE ��•O 16"TREAD
SILL OR TOP PLATE BLOCK NAIL
2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3.16d COMMO EACH FACE GIRDERMEADER t • C(AS R SLAB •4. t•
TO BEAM JOIST NAIL (AS REQ.)
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101St ON LEDGER PER TOE WOOD JOIST •o�• •••�q°
3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. To BEAM 3-ed COMMA JOIST NAIL ••
B"dia, y DECK Q W� SHEET N O.
BAND JOIST PER END '• CONC. A%'V• PER PLP F 1F
3-16d COMMO 3�A^ •• .•�•••
4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST JOIST NAIL PIER /
BANDJOISTTO: PER FLUSH JOISTS WITH HEADER/GIRDER ti- vti4•- -'li ,`Q- F SCyF 0
SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL • • •• • f
5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. ALL JOISTS CONNECTED TO A FLUSH HEADERTO BE SUPPORTED WITH �. --'.� w
THE PROPER STEEL CONNECTOR. t •'b t Cl} n
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. LC
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