HomeMy WebLinkAbout49614-Z a-.. TOWN OF SOUTHOLD
a BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
w, SOUTHOLD, NY
,w
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#: 49614 Date: 8/24/2023
Permission is hereby granted to:
Last Move LLC
2400 Broadwaters Rd
Cutchogue,wwwNY 11935
To: Legalize "as-built" detached deck with attached shed to an existing single family
dwelling as applied for.Must maintain side yard setback of 20 feet and front yard
setback of 50 feet.
At premises located at:
Rd, Cutchogue ..... . .2400 Broadwaters R _ITITITIT
SCTM # 473889
Sec/Block/Lot# 111.-1-2
Pursuant to application dated -.7/17/2023 and approved by the Building Inspector..
To expire on 2/22/2025.wwww
Fees:
AS BUILT-ACCESSORY $379.20
CERTIFICATE OF OCCUPANCY $50.00
Total: $429.20
_.._......_... ... ...............w......_................- ............
Building Inspector
r 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 tta/w�+W ? tholdfowro o
�u
Date Received
BUILDINGAPPLICATION FOR
For Office Use Only
PERMIT NO. q'q Building Inspector. P JUL 17 2023
Applications and forms must be filled out in their entirety. Incomplete DEPT.
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed. 'roy-N .g Founa
Date:6/5/2023
OWNER(S)OF PROPERTY:
Name:last move Ilc SCTM#1000-111 .-1-2
Project Address:75 haywaters rd aka 2400 broadwaters rd
Phone#:6314844044 1 Email:jmoore@johnwesleyvillage.com
Mailing Address:75 haywaters rd, cutchogue, ny 11935
CONTACT PERSON:
Name:james moore
Mailing Address:75 haywaters rd, cutchogue, ny 11935
Phone#:6314844044 Email:jmoore@johnwesleyvillage.com
DESIGN PROFESSIONAL INFORMATION:
Name:joesph fischetti
Mailing Address:PO box 616, southold, ny 11971
Phone#:631-765-2954 Email:
CONTRACTOR INFORMATION:
Name:to be determined
Mailing Address-
Email Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOther free standing platform for kids"treehouse" $6500.
Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes MNo
1
PROPERTY INFORMATION
Existing use of property:residential Intended use of property:residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
r-40 I
this property? ❑Yes BNo 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
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 mejames moore ❑Authorized Agent @Owner
Signature of Applicant: � — Date: 6/6/2023
STATE OF NEW YORK)
COUNTY OF �' )
M-0Q a L being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the ................olda!�
(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
day of . 20 23
o ary Public
TRACEY L. DMER
NOTARY PUBLIC,sTATE 1 NEW YORK
OWNERPROPERTY TI"( RNa.01DW6306M
(Where the applicant is not the owner) MALIFIED IN SUFFOLK,COUNTY
Ct7 1A,S *NPfRESJ'LWF-31),
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
III a-
Asscssops
LEGEND:
DEED PROPERTY LINE
NORTH
LOT LINE
EASEMENT
BUILDING Q
FENCE
BRUSH LINE. TREE LINE
MAJOR CONTOUR LINE 215
MINOR CONTOUR LINE -217-
SPOT
217SPOT ELEVATION
TREES xmwn 3�wnLAaM
WALL
60510 / WALL
/
WALL S
/ way 80'04.30••E
O ,p LOT COVERAGE CALCULATIONS:
4 3 4.�AH 4T8, 4•AOFENCE TOTAL LOT 79.218 SOFT.
CEDAR 1S SHED 4'PICKET FEN A� gU11ELDMILESLAND 75.906 SOFT.
3.8'5 CF� OOl1BLE
"jyg 175. 20")
/5- A. 1 bn M, E%]STING NWSE 2.002 SO.fT. (2.67X)
07 Q`3
S. 'o S. Z / FENCE Oy x 16 E%]STINPROPOSEG GARAGE 394 SOFT. (0.51X7
A •p / / / ,•. WOOD rJ / 0.2' & MON. DOUBLE PROPOSED IA 1.250 SOFT. 170.65X7
a , EPS 5.9• a e0 FND. 12"FIR
0
- L !y eTOTAL E%ISITNG 6 PROPOSED 4.222 SOFT. 15.56X7
.PILEIrypryo (V //Y / S?" 555/ / /T2 " • __-9.o DOUBLE 1 \ 1e ON(
3 481YL Ml 1114
0\
/4
// SS / i / 510 Is 64 99 TREE
r x. WOOp 655 Tg Q' 1,�' BAY 1` O.T S
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4 06�3ry/.0e 34" �/ O ' - 42.28' 515 EXISTING VIRGINIA
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UG ELECTRIC
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VALVES
eP A7'
(DWELLING.PUBLIC WATER) f `
CERTIFIED T0:
LAST]OTE LLC
VESTC01 LAND TITLE 115UAANCE COWANT
MV.
'•v. ••sr,n�,�n•.an n% MAP REFERENCE: NOTES:
AIENOEO MIP A OF NASSAU PoINT...' 1)DRAIING IS BASED UPON AN ACTUAL FIELD SURVEY OF THE PREMISES
FILED a/16/1922 AS MAP N156. PERFORMED IN AUGUST.2020.ALL VISIBLE IMPROVEMENTS ARE SHOWN Ywlr Ting �•�•
=12. xEREON. TOPOGRAPHIC t BOUNDARY SURVEY 140
HE BEARINGS SNOMI NEREdI REFER TO THE DEED BEMINCS. N e 1 1 G r a n L7 e
•.,,,..s.,mns•�.•... 31 ELEVATIONS SHOW=111 REFER TO TIME NAVDB8 VERTICAL C 7400 BROADWATER ROAD °•0'n n'
NO
•d DATUM.
LICENSED PROFESSIONAL LAND SURVEYOR CUTCHOGUE
w+E•
OMP Mfif6 TOWN OF SOUTHOLD NNE 14.7071
NIL 40NME•.T.S.L.L•OLL46A FO BOE M1,aT09SVr NY 117(1 1'.70•
SUFFOLK COUNTY STATE OF NEW YORK '
...\2400 broadwater tc_Gient_rev. 6/14/2021 6:05:57 PM
A A %Z4'-0" 131-011 V
4'-0" 13'-0"
W A
I (2)2X10 FLUSH _%6X6 ACQ POST ON 30"dia.PIER -f l M
3'h RAILI w/BF24 FOOTING 3'BELOW
-r ;, r' _ GRADE(TYPICAL) I W O
j !" III; o DECK
o o I = I 1
j LANDING 5/4 DECKING
-----------
I N Illj IIII ` '�
�-- ---------+ nl0 O nl V
�2)2X10 FLUSH I .III
—
III X III c
2X10 ACQ DJ @16"OC (2)2X12 ACQ i i — — — — — I''N N 'I
n� nl
GIRDER --- ------ ; I 1 1- Elul 0 W
-- --. III II1
S1 !
--------- r - - - - - III fill
o
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---------- v ! V
-
ii;) 6X6 ACQ -"""""" ; STORAGE BUILDING ; f - - - - - I?�;I 2X10 ACQ DJ@12"OC ®;, ^W' FO�I
it POST ---------- (BYOTHERS) - — — — — — -lni uil
0o I I I
---------- STRAP BUILDING TO JOISTS I — — — — — SII I x V
I I IIII O
' 1
- ---------- I 1 r - - - - - 7,I W Ln
SIMPSON ; 81-011 ; I J II IIII
..
I 1
111 N II'I
I
---------- I 1 AB
r — — — — — _III X eN-i'II co
1 I II N X Inl
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ill N III
�10"dia.CONC.PIER -- ------- -- -------------------- I- — — — — — -II'" c' I
o t t r w/(3)#4 REBARS
III IIII
m f% j 6X6 ACQ POST ON 10"dia.PIER
--------- •ice— —•��— —• ', w/BF24 FOOTING 3'BELOW
BF24 BIGFOOT `I — — — — — — — — — — — GRADE(TYPICAL)
FOOTING
A CROSS SECTION A A A
1 1
SCALE: 1/4" = 1'-0"
•
FLOOR PLAN FOUNDATION PLAN •
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
-� W
STORAGE BUILDING z
.� Z Z Lo
J X Q N
to Q00 �
( 50ZM
4X4 4X4 �— 0
W U)
NOTE:
STRAP THE BUILDING TO THE DECK JOISTS WITH ^
SIMPSON MSTC STRAPS AT THE 4 CORNERS O.\�i'� 0
VI
�O
J
DRAWN BY: JF
LEFT ELEVATION FRONT ELEVATION 9/29/2022
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
SCALE: SEE PLAN
10 1AV SHEET NO:
c fw
a
r ` 0 C525�°
�Oi:ESS14��� A. 1
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
4'MAX.
GIRDER 4'DIA MAXIMUM
DECKING DECKING
r--r—ir--7
AW
W
DECK X0157 DECK JOIST
Le
I/r DIAMETECONTINUOUS FLASHING.EMENDED Z
THROUGH-BOLTS (2)1/2"GALV.OR S.S.
OR 5•LEDGPAST JOIST HANGERS.CAULKED TO FLOUR CARRIAGE BOLTS WETti
PREVENT WATER INTRUSION LEDGER GIRDER m W O
AND 101ST FLUSH ON TOP JOIST WASHERS AND NUTS
RCAULK TO PREVENT WATER SIMPSON CBS r �'•�
INTRUSION LEDGER AND ANCHOR
DOCKING 1R'DIA.EXPANSION BOLTS. 1 p♦ JOIST FLUSH ON TOP \VV/
EPDXY OR ADHESIVE(PER 1�',a CONCRETE POST
MANUFACTURE INSTRUCTIONS)FJOISTLOOR
MIN. DECKJOISTf w/WASHERS AND N a'`6a P DECKING PIER DECK/PORCH RAILING
•MIN >.%-.
t.a �f1ANCER e" DECKING DECKING W
DFCKJOIFTS
1��•� 2X ACO LEDGER BOARD FOUNDATION WALL •d,
e L�,P; NOTE: t.'• DECK JOIST DECK JOIST W
•-bs BLOCK FOUNDATION s. .a Q_
FOUNDATION j' 70 BE FILLED WITH JCttlT BANGER �I
WALL ,�>1•'� GROUT AT ANCHOR .'6<. 2X ACQ LEDGER BOARD Vol
LOCATIONS RIM BOARD(MIN.2X81 SIMPSON DTT2Z HOLD-DOWN
GIRDER GIRDER DECKING
LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL rMIN. W O
S MAIL NDECK)OIST
THROUGH-BOLTS a r MIN. c
THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/r.PILOT HOLES FOR THROUGH-BOLTS (2)1/2'GALV.OR SS. BLOCKING AT EACH POST �aal
SHALL BE 17/32'TO 9/16•IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT CARRIAGE BOLTS NUTSWITH ATTACHED WITH IOd THREADED
HEAD AND NUT. SIMPSON CC SIMPSON CBS WASHERS AND NUTS HALLS TOP AND BOTTOM
EXPANSION AND ADHESNE ANCHORS ANCHOR ANCHOR
STAGGER FASTENERS USE APPROVED E%PANfION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE POST-TO-DECK CONNECTION O
lr a
jIN2WS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL EXPANSIONAND ADHESNE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2'.MINIMUM SPACING ANDPIER 1/r MIN.FOR 2%8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL00 0 6-I?MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS5'MAX. 007.1/r MIN.FOR 2X12 LAG SCREWS
3/4'MIN. LAG SCREWS SHALL HAVE A DIAMETER OF Vr.LAG SCREWS SHALL HAVE PILOT HOLES
4'MAX
r MIN. LEDGER LAG SCREW.THROUGH BOLT, DRILLED WITH 5/16'
DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED ED WITH WASHERS.
OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-Vr UNTHREADED SHANK LENGTH MUST PENETRATE BEYOND
RIM BOARD A MINIMUM Lor.LAG SCREWS AND WASHERS MUST BE GALVANIZED OR SS. CONCRETE
L.EDGERLOK SCREWS PIER
IEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF S.IEDGERLOK SCREWS SHALL NOT 4'DIA MAXIMUM
BE USED FOR MASONRY.CONCRETE,BRICK VENEER STUCCO.SIDING,OR RIGID FOAM
LEDGER BOARD FASTENER SPACING AND CLEARANCES FROMINSULATION.AND
SHALL BEAMINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 7-3/4'
FROM TOP AND BOTTOM EDGES.
241X24W2•CONIC.FTG. HANDRAIL NOTES:
3'BELOW GRADE All required handrans shall be of one of the Poll-Arg Types
(ALT.:BIGFOOT FOOTING) m provided equivalent graspabllfty.
z_
1).Type I.Handralls with circular cross sedion shall have an
ouhide diameter of at kart I-V4 hmhes and not greater m
36'MIN. than 21ndKs.If the handrall b not draw R shag hive a
peslsrMes dhnerulon of at kart 4I Inches and not greeter
than 6-1/4 indses Wth a maximum crop sadion of
FLOOR fHFATHING NAILING AT 1/2'DIAMETER LAG SCREWS. ATTACH TO 4101ST Vr DIAMETER LAG SCREWS. dimension of 2-V4 Inches.
6'MAXIMUM ON CENTER TO THROUGH4)OLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTSWTTIi WASHERS
JOISTS WITH HOD DOWN OR S LEDGERIAK SCREWS SIMPSON 07722 HOLD-0OWN OF(19)8d NA115� OR S IEDGERLOK SCREWS SMPfON DTT22 HOLD-DOWN 2).Type II.Handrails a gr a perimeter greater than 6.1/4
hrcihes droll provide graspable Anger rears area on both
sides of the profile.The Ager recess shall begin with a STAIR RAILING
SOLID 1 t . . . . . s s distance of 3/4 Inds measured Vertically from the tallest
FLOOR JOISTS DECK s s 1 JOISTS DKK L L portion of the proIlle and achleve a depth of at least 5/16
JO0Ttt JOIST r r Inch within 7/8 Ids below the widest portion of the
r 1 r s Profile.The squired depth shill mn0nue for at least 3/8 1.1/r SPACE
rs
THREADED ROD MAYBE THRFMED ROD MAY BE Inds# o hem that not less Than E-3/4lm w below the MINIMUM
SLOPED UP TO 1.12 MINIMUM 2X6)W SLOPED IJP TO 1:12 pod Profile.The minimum width of the ,
AWAY FROM THE HOUSE ATTATCFHD TO JOIST AWAY FROM THE HOUSE (handrail above the naen/hall be 1-V4 Inds.to a /\
GIRDER WEB WITH(Ib)lOd IST L GIRDER rrwdmtam of 2-3/4 Inches.Edges shall have a minimum HANDRAILS ■■/--7■■■■—
101sT HANGER radius of 0.01 Inches.
LJOIST HANGER AND CLINCH
BALUSTERS
lOd THREADED NAIL OR f10 WOOD SCARFED(•
LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) EQUA STA GREED THAN ROV4 ONG W
STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL
HANDRAILCONNEcnON Z
• ALL HANDRAILS SHALL BE C014TNU N OF
FULL LENGTH
IF BEAN 15 CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS.HANDGRIP PORTON OF ALL HANDRAILS v Z Y�'
6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER MALL NOT BE LESS THAN 1-V4'NOR MORE THAN r IN
INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL Co
PROVIDE AN EQUIVALENT GRIPPING SURFACE
ATTACH BLOCKING TO DECKWTH yr DIAMETER LAG SCRLWS. BEAM ASSEMBLY DETAIL W ❑ N
IOd NAILS AT 4.O.G STAGGERED --U--Tl--EPSJ X J _'
OR S LEDGERLOK SCREWS 11 -D
SIMPSON DTT2Z HOLD-DOWN O O Lg0
el r L STAIR TREAD O M 1
DECK r s
JOIST ; RIM BOARD
THREADED ROD MAY BE
MINIMUM 7-1lr TFLOOR JOISTS SLOPED UP T0
FHCK 1:12 STRINGER O
BLOCKING.BLCKKf MUST (SOUD OR WOOD-1) AWAY FROM THE HOUSE O
FILL BAY AND FIT SNUGLY LJOIST HANGER GIRDER
JOIST
LL
O
GIRDERME.ADER STRINGER TO DECK/PORCH CONNECTION Q1/ w
V
LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS(PROVIDE IN (2)LOCATIONS IN DECK
CL
SPLICED JOISTS OVER HEADER/GIRDER
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECTTY-DOWN ANCHORS TO EACH JOIST O
GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE
SNOW SPEED DESIGN WEATHERING UNE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS IOINJOISTTiPT10N qjy SPACING NOTES STRINGER@16
1015776. PER TOE ®16
4•fid COMMO
MODERATE SLIGHT TO LL TOP PLATEORGIRDER JOIST NAIL (Z)-RU-
20 PSF 130 B SEVERE 3 FT. 11 NONE
TO HEAVY MODERATE BRIDGING EACH TOE °LT5 t
2-Bd COMMO
TO JOIST END NAIL
BLOCKING EACH TOE PB4CHOR .a t
TO JOIST 2-LTd CQMMO END NAIL W°oD JOIST ANCHOR IFR DRAWN BY: JF
G PIER 16'TREAD
1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC.2016 NYS UNIFORM SUPPLEMENT BLOCKING To EACH TOE a.'
3.16d coMMo _
SILL OR TOP PLATE BLOCK NAIL t
LEDGER STRIP EACH FACE GIRDERMEADER R -CONC.SLAB "�44
3-'�`° " 9/29/2022
2). ALL FRAMING MATERIAL TO BE NL ACQ PRESSURE TREATED LUMBER. 7o BEAM JOIST NAIL EAS REQ.( q•o.
JOIST ON LEDGER PER TOE WOOD JOIST s. ;�c
3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL 3.8d COMMO
TO BEAM JOIST NAIL B'dia. .o DKK PIER
BAND)01ST PER END > .�
4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST 3 1�coMMO JOIST NAIL 3'-0' el; %�� PEP.PLAN
BAND IOIST TO: vER FLUSH JOISTS WITH HEADER/GIRDER Psi >•�9;
5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. 2.164 coMMo TOE NAIL L , T SCALE: SEE PLAN
SILL OR TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. g`Q, +34
6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING.
IF ABLE SET Fla JOISTS ALLOAPROW
F R S HIGHER THAN LVL HEADERS
TO Al1AW FOR SHRINKAGE.
SHEET NO:
Of NEW
s f'
A- 2
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