HomeMy WebLinkAbout46259-Z �o�SNFFOLCot Town of Southold 8/23/2022
P.O.Box 1179
0
o • 53095 Main-Rd
Al �a Southold,New York 11971' .
CERTIFICATE OF OCCUPANCY
No: 43355 Date: 8/23/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 215 Marina Ln.,East Marion
SCTM#: 473889 Sec/Block/Lot: 35.-8-5.9
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/28/2021 pursuant to which Building Permit No. 46259 dated 5/14/2021
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:
gazebo addition to existing single-family dwelling as applied for.
The certificate is issued to Foy,Edward&Veronica
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
tho 'z gnature
fat/(,, 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#: 46259 Date: 5/14/2021
Permission is hereby granted to:
Foy, Edward
48 Heights Rd
Fort Salonga, NY 11768
To: construct gazebo addition to existing single-family dwelling as applied for.
At premises located at:
215 Marina Ln., East Marion
SCTM # 473889
Sec/Block/Lot# 35.-8-5.9
Pursuant to application dated 4/28/2021 and approved by the Building Inspector.
To expire on 11/13/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $248.00
CO-ADDITION TO DWELLING $50.00
Total: $298.00
Bui ngnspector
i"'v l laf 50UTyol
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm,��' 765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE INSPECTOR
�o��,oe souTyOlo
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ NSULATIOLKING
[ ] FRAMING /STRAPPING [ ] FINAL 6�-=
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
MA
DATE INSPECTOR
FIELD:INSPECTION REPORT 'DATE C.O• NTS
FOUNDATI.ON (1ST)
FOU$DATION(2ND) .: .. . . ... .. ..:... ..:. .,. .. .:.-., .; .., . . •... .• .. .. - .
C
\ . r
ROUGH FRAMING:
PLUMIRIN.G:
7.4
:. �.
INSULATION.PER N.Y.
STATE ENERGY CODE
IX
FINAL
ADI?M.ON". ,GO ENT '.,
77
77
O
' O
• .. •. . . _ Y 'fes �
cp3 TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
ate• y�g Telephone(631)765-1802 Fax(631)765-9502https://www.southoldigwnn gov
1•�s"1.
Date Received
APPLICATION FOR BUILDING PERMIT
or Office Use only
PERMIT NO. Building Inspector. APR 282021
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Phone#: Z 70 S/ Email:
Mailing Address:
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Phone#: I Email:
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Phone#: Email:
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El New Structurk JOdditio teration Nepair ❑Demolition -- Estimated Cost of Project:
❑Other
Will the lot be re-graded? ❑YesANo Will excess fill be removed from premises? ❑Yes A?[NO
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,PROVIDE A COPY.
❑'Checlt Box After Reading: The owner/contractor/design professional is.Po,nAte for all drainage and stormwater isseteslas provides by
Chapter 236 of the Town Code.APPLICATION IS HERESYMADE to the Building Department for the issuance of a Building Permit pursuant to the,BuildingZone
Ordinance of the Town of Southold,Suffoilr,County,New York and other applicable laws,orcunancec or.Re6lations,for the construction of buildings,
additions,alterations orfor remodal or demolition as herein described.The applicant agrees tocomply witkall applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(i)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 220.45 of the New York State Penal Lang.
Application Submitted By(print name): ®Authorized Agent ❑Owner
Signature of Applicant: Date:
CONNIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No.01BU6185050
SS: Qualified in Suffolk Count�^
COUNTY OF Commission Expires April 14,2�j
Aie'-" G✓e.f!L being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the - " G.-.�� ems®..��-a �•�
(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
Q2�hday of 20i) - `�" ► YY�
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
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
AUTHORIZATION
(Where the Applicant is not the Owner)
I,C I>0) Vs2 6 cresiding at i AjA L4 ,
(Print property owner's name) /(Mailing Adddr'ess)
do hereby authorize ✓�� s�
(Agent)
to apply on my behalf to the
Southold Building Department.
Z/- 1-�
(Owner's Siin
gnature) (Date)
12ar11�� d
(Print Owner's Name)
215 MARINA LANE
EAST MARION, NY 11939
SCTM# 1000-35.-8-5.9
y ��
APPROVED AS NOTED
b � r DATE: B.P.# _
06
FY BUILDING DEPARTMENT AT
'802 8 AM TO a IPM FOR THE
„ N 01) ING INSPECTIONS:
'''� 3 ;� 'a r �thy4z
« ,
_AV
ETE
�clTIO� ��1�VoR REQUIRED north fork modern home
design •draft•build
A
z M• u�H - FRAFviIiJt:� & PLUMBING
ATiON
MUST
�I CONSTF �r�fON !�
COMPLETE L .-.:r2 �.�.
huck hirsch 646.416.4096
CONSTRUCTION �3HA(_L MEET THE
'_, ) i REMENTS OF 1 HE CODES OF NEW --
Y",RK STATE. NOT RESPONSIBLE FOR
DE=SIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF PROJECT OVERVIEW:DESIGN AND BUILD NEW OCTAGON GAZEBO
STATE CONNECTED TO THE EAST END OF THE EXISTING FRONT PORCH
ATE & TOWN CODES WITH SECONDARY EGRESS LEADING TO THE BACKYARD GATE.
i AMD =0�1�?!T!ONS F
Aflrk
,FI
HOLD I ISTEES
0.7
I'
F
�,Y 1
. �.. . .UPANCY OR
GENERAL NOTES
IS- UNLAWFUL 1.All work shall conform to the requirements of the Residential Code of New York
'
HO
` ,T State,County and Town Department Regulations,Utility Company requirements
U CERTIFICATE and best trade practices. q y
t 2.Before commencingwork,the Contractor shall file all documents required b
�� OCCUPANCY the Building Department,pay all fees required by local agencies and obtain all
required permits.
3.The Contractor shall visit the site and verify all dimensions and the existing
}a.� i conditions affecting the work prior to construction.Any discrepancies which would
* •
preclude satisfactory completion of the work described herein shall be reported
RETAIN STORM WATER RUNOF to the Contractor or property owner.Do not start work until such conditions have
been examined and a course of action mutually agreed upon.Failure to notify the
PURSUANT TO CHAPTER 236 owner or Contractor of unsatisfactory conditions will be construed as acceptance
_71t�1 t� �e of the conditions to properly perform the required work.
a OF THE iE TUN C V�E. 4.All work is to conform to the drawings and specifications of the contractor and
d ar
..,.Nt. �J- '-
t
f W engineer consultants.
ate. '
* h rM 5.The Contractor is to maintain a complete and up-to-date set of plans on the}ob
' f z `,5 7 s _ a site at all times.
The drawings are not to be scaled under any circumstances.
� i��'s ��� � �'' °' """`"�" * " �".', � ,.�y,+ .K .^,�: •r,ri�,«, ^- „ ,µ �;;,' l�"� 7.It shall be the Contractor's responsibility to ascertain all prevailing procedures
in
storage and toilet facilities,protection of existing work to remain,access
yYY d r wy�.c �a. "+••as + to work area,hours of permitted work,availability of water and electric power,and
{-4 �'..:�,�, f ,.-. � y � � � �.:r �s� y� •+�""� p�*, ""r ? all other conditions and restrictions for this particular location in order to execute
des.' the work in a careful and orderly manner with the least disturbance to the public.
d s, ' =•»x 8.The Contractor shall make the necessary arrangements to utilities and services
temporarily disconnected while performing the work as required.
9.The Contractor shall provide all dimensions and cutouts for other trades.
10.The Contractor shall provide proper shoring and bracing for all remaining
r structure prior to removal of existing structure.
< rw✓ 11.Plumbing,electrical,HVAC and similar work shall be performed by licensed
persons who shall arrange for and obtain all required inspections.The General
Contractor shall be responsible for scheduling all other inspections as required.
12.The Contractor is solely responsible for construction safety and shall hold the
owner and draftsperson harmless from litigation arising out of the Contractor's
failure to provide construction safety means and methods.
215 MARINA LANE - EXISTING
Scale: NTS
CONSTRUCTION NOTES
1.All footings shall rest on undistrubed soil at a minimum of 36"below fin.grade.
2.Poured concrete shall have a minimum psi of 2800 at 28 days unless noted.
3.Sill plates shall be preserved,treated wood and be installed above a 16 oz.
copper termite shield,
4.Shingle siding shall conform to ASTM D 3678 and be installed in accordance
with the New York State Building Code and manufacturer's specifications.
5.Pilings shall be installed by a licensed contractor to a depth bearing agreed
upon by an engineer and certificates shall be issued stating same.
6.Foundation designed for a soil bearing capacity of 2 TSF and grade less
than 5%.All fill beneath concrete slabs to be compacted to 95%relative density.
7.Unless otherwise noted all framing and structural wood components shall
be#2 or better Douglas Fir.
8.All framing techniques and methods shall be as prescriptive design based on
AF&P Wood Frame Construction Manual for One and Two Family Dwellings
MARINA LANE (WFCM)or as specified in R 301.2.1.1.
9.All building envelope components shall comply with Chapter 6 of the Energy
_ Conservation Code Of the State of New York.
10.Fireblocking shall be provided in all wood frame construction in accordance
CE} t�{[t /�++ ���tt / J //.+r� i��][ '� with NYS Code R 602.8 to form an effective fire barrier between stories and
� ��a ,�,,,,,,,�,,,,�,,,,,,,,, {f ^,, between the top story and roof space.
,.�..+•.+v... T >..w -^-�--^^ *'^"'•'+"'"7"`""'^�""""+'t"""" 11.Protective panels shall be provided for glazed openings in accordance with
�j -' NYS Code R 301.2.1.2 if they are required.
mic BOXES ? 12.Provide flashing at all roof breaks,exterior doors,windows,decks,etc.
13.All window and exterior door headers to be(2)2x8 unless noted otherwise.
c r�:�:p cry _ 52#14'08"' '
• 14.All interior wall partitions to be typical:2x4 @ 16"O.C.with standard GWB;
78
or 2x6 @ 16"O.C.with standard GWB for walls with plumbing,as drawn.
X 15.All portions of the new structure are designed to comply with local geographic
T- and climate criteria as specified in the following table.
i t:7 > Q I 4
_-
i'� c� -
-
+ 1"Xy /f `�$T GEOGEAPHIC AND CLIMATE DESIGN CRITERIA
GROUND SNOW LOAD 45 PSI
t.rl t !� �� � I WIND SPEED 130 MPH
SEISMIC DESIGN CATEGORY B
I � ♦« 4 � � � I WEATHERING SEVERE
FROST LINE DEPTH 36"
t ` rr` �,♦` TERMITE THREAT MODERATE TO HEAVY
DECAY SLIGHT TO MODERATE
y/ WINTER DESIGN TEMP. 11
.�F � ` � fP rr+EC R
«zsnn 0 FLOOD HAZARD AS NOTED
2.9 7'
- Rte. OVER-
(w wom
j{l't 2 STORY FRAME �.
HOSE & GARAGE PROPOSED:4/4/21
215 MARINA LANE - PROPOSED GAZEBO REVISED:4/20/21
'� G' .�' -�- 4 4- 3 REVISED:
,... ... ..__ -. ..._.. ....,__ ,._ ._.. ......�.. _ Scale: NTS
r REVISED:
REVISED:
16 0' �
t
t
CONTACT INFORMATION
t
RONNIE AND EDDIE FOY,OWNERS (631)897-4029
DAN WEST,BUILDER
(631)765-9214
< tr LOUIS SCHWARTZ,ENGINEER (631)839-4824
HUCK HIRSCH, DRAFTSMAN (646)416-4096
� v
j
2 215 MARINA LANE - SITE PLAN sF�pRo�'��loaP��,
Scale: NTS ES
A- 1 00
COVER PAGE
215 MARINA LANE
EAST MARION, NY 11939
SCTM# 1000-35.-8-5.9
(ICE &WATER SHIELD north fork modern home
2x4 TOP PLATE TE HEADER (ALL VALLEYS)
(ENTIRE PERIMETER FRAME) design •draft•build
ASPHALT SHINGLES
(TO MATCH PORCH ROOF)
(2)2x10 HEADER � L I _ � muck Kirsch 646.416.4096
(ENTIRE PERIMETER FRAME) MATCH AND CONNECT
1 (�YNTHETIC OVERLAYMENT ---_--- _
4x4 TURNED POST
(TO MATCH PORCH) 1/2" PLYWOOD CDX
--
- �- OVER 1x6 T&G SHEATHING
KEY
a
lay
I
GRADE
2x6 RAFTERS
06x6 WOOD POST (NOTCHED ONTO TOP PLATE)
215 MARINA LANE — NORTH ELEVATION 14" soNoruBE
4 Scale: 1/4" = 1'-0" (FOOTING TO GRADE)
C24" 24" P.C. FOOTING36" BELOW GRADE (2)2x8 BOX BEAM `
(ENTIRE PERIMETER FRAME)
12" x 12" P.C. FOOTING
MIN. 36" BELOW GRADE —
° 2x10 "PLANED" LEDGER
=06'
E —
215 MARINA LANE — ROOF
(FOOTGRADE) (1)2x8 FLOOR JOIST 6 Scale: 1/4" 1'-0"
(PERPENDICULAR TO FRAME)
6"TH. P.C. TRENCH FOOTING
(3) 1 1/2" STRINGER @ 16" O.C. r
(ON TRENCH FOOTING) --
(2) 5/4x6 TREADS (2)2x8 FLOOR JOIST
(TO MATCH PORCH STEPS) =
(HANG ON MAIN)
° ° ❑ ❑ ❑ °
Q2%2x8 GIRDER LATTICE SKIRT PANEL
N POST) (TO MATCH PORCH)
I (3) 2x8 FLOOR JOIST 1x4 SKIRT FRAMING
(CLEAR SPAN) - –
__ (TO MATCH PORCH)
0
00 215 MARINA LANE — STRUCTURAL PLAN
� 5
Scale: 1/4" = 1'-0" - — — — -- — NOTES
Match all new materials to existing materials in kind:roof shingles,
:•y. DTT1z DTT12—750 Ib,ABsembly posts,rails,floor boards,deck framing,decorative lattice,etc.
Condition 1_Holdown Cannot Be lnate1W
• ._.. ._. --, FwBh with wail slleatwtw
° Univ anme holdo o,the DTT1Z Seel 51*1 regwW
not, away from ft Aw to account for no*strucl"
3k
N _1 (V — t ,' a €,b" !I 1 } • sd1g,ow urger nntederenw+ other oandikm
GRADE r' -
-Optional sitlC-mount Low screw anA1wD may be regt"ed to enelre s
irsst$8abo" mnrnu l of 3*thread pene"Mon M a Katy I+reeded
Gag acre%o,Swng-Dr1ve SDWH Tktmr-Hex fOG
�1 �._ acrave n)O Ina wet
harrvg
D n 12 CondlMon 2—Top of Wap Plata Doss Not
Do flet over-drive Qign'�9ottwn of Deak Mort
anchoring screw ''AR201WO181iG deW atawealgNowTr ratsleal
2* 15 MARINA LANE — AST ELEVATION o,,ft bonornoffe�.t.How~ar.the DTTR
7 Scale: 1/4" - 1'-0" 2'-4 7/811 1 1f _ rilliso-`-diametegnottfor
uired threaded ��nenowedporwideaoaofa2.manber
10-0 Web tFA AW arty det sloped�I V Isetenenl rto
is screw Predrillin not required with
Strong-Drive Timber-HexHDG screw. dlowtrlgthe DRtZtobe Installed at>rra,lroation
ebnp Bb depth of aha tat.
95/811 ❑ ° ° ° ❑ ° ° ° ° ° ° ❑ 5/4x6 DECKING -
° (TO MATCH PORCH)
SHEATHING
— _ THIS DETAIL S APPLICABLE F DING
WHERE FLOOR JOSTSARE FLASHING FGR
( 18" DIA. OCTAGONAL CUPOLA N PARALLEL TO DECK JOISTS.
WATER TIGMTNE3S
CUPOLA ROOF @ 12 PITCH DECKING
r APPROVED JOIST MANGERS
t(V
Y MIN. / 2x LEDGER WITH FASTENERS Z -�
IN ACCORDANCE WITH TABLE R507.2
— M AD-� DEVICE CAPACITY
ITY
0 FLOOR JOISTS 4 DNS,EVENLYDISTRIBUTED
ALONG DECK AND ONE WITHIN 24'OF EACH
r END OF THE LEDGER.HOLD•DOWN DEVICES
1
SHALL FULLY ENGAGE DECK JOIST PER
° ❑ ° ❑ ° HOLD-DOWN MANUFACTURER.
—� ASPHALT SHINGLES AFULLY THREADED 31 DIAMETER LAG
SCREW PREDRILLED W1 MIN.3'PENETRATION
(TO MATCH PORCH ROOF) TO CENTER OF TOP PLATE.STUDS,OR HEADER.
Feu SI:1 Lkh=TSA mm.
TURNED POST& RAILS PLACEMENT OF LAFIGURE R507.2.1(2)
G SCREWS AND BOLTS IN BAND JOISTS
(TO MATCH PORCH) _
4'-2"
ROM
8 215 MARINA LANE — DECKING PLAN PROPOSED:4/4/21
REVISED:
Scale: 1/4" = 1'-0" M STAGGERFASTENERs REVISED:
IN 2 ROWS
REVISED:
O O O 5b-MIN.FOR 2%9- 'DISTANCE SHALL BE PERM01110 TO REVISED:
SM 8.5'MIN.FOR;f x iD BE REDUCED TO 4.5'IF LAG SCREWS
O �f O 7.5'MW.FOR A%12 REEDUSED OR BOLT SPACING IS
TO THAT OF LAG SCREWS
CH2%8LEDGERS T02%g
T MIN
1x4 SKIRT FRAMING ��
LE , / LAG SCREW OR BOLT Y4'MIN, BANDJ. BAND.K)ISTS.
(TO MATCH PORCH) - -
Fm SI:Iirch=25.6"un.
FIGURE R5D7.2.1(1)
PLA00gtNT OF LAG SCREWS AND BOLTS IN LEDGERS
LATTICE SKIRT PANEL CONTACT INFORMATION
(TO MATCH PORCH)
a 'x RONNIE AND E�DDIE FOY,OWNERS (631)897-4029
_> R A
-- - DAN WEST, BUILDER
GRDE _._._ ______—_ (631)765-9214
---- ` LOUIS SCHWARTZ, ENGINEER (631)839-4824
�Q S S W HUCK HIRSCH, DRAFTSMAN (646)416-4096
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