HomeMy WebLinkAbout51530-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#: 51530 Date: 01/08/2025
Permission is hereby granted to:
Scott Boger
PO BOX 1603
Southold, NY 11971
To:
Construct a garage accessory to an existing single-family dwelling as applied for. Must maintain a
minimum side and rear yard setback of 3 feet.
Premises Located at:
130 Sunset Ln, Greenport, NY 11944
SCTM# 33.-4-69
Pursuant to application dated 11/12/2024 and approved by the Building Inspector.
To expire on 01/08/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $284.50
CO Accessory Structure $100.00
Total S384.50
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
M Telephone(631) 765-1802 Fax(631) 765-9502 htti)s://www.south-oldtownnv.aov
Date Received
APPLICATION FOR BUILDING PERMIT
For office use only �� w` 1
PERMIT NO. � � 0— Buitdingtnsfaectar. JX A ..��
2)24
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the AppUcant is not the owner,an
Owner's Authorization form(Page 2)shall be completed. 7 tr,5,,
Date: 10 A a''
OWNER(S)OF PROPERTY:
Name: SCTM#1000-
Project Address: 0 f� S"rr�5� Llr��A.a.P'.0� dv�!
Phone#: 6s) 7up Email: 7 7— cZ;-' a2.1w.a i L , (
Mailing Address: %d• dam Meg S,007�.le w di 51
CONTACT PERSON:
Name: _5-�41�,.
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name: /AI/zip
Mailing Address:
Phone#: �� — �;�,—h �, Email:
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
ISNew Structure ❑Addition ❑Alteration ❑Repair❑Demolition Estimated Cost of Project:
❑Other . m O C $
Will the lot be 11 re11 -graded? ❑Yes , o Will excess fill be removed from premises? []Yes �110
1
PROPERTY INFORMATION
Existing use of roe Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes'0o IF YES, PROVIDE A COPY.
E! Check.Box After,Reading, The owner/contractarldesilp professional is responsible for an drainage and storm water issues as provided by
Chapter 236 of the Town coda.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Sundkns Permit pursuant to the Building zone
Ordinance of the Town of Southold,Suffolk,CauMY.New York and other applicable Laws.Ordinances or Regulations,for the construction of buildings.
additions,alterations or for removal or demolition as herein descrlbe&The applicant agrees to comply with a®applicable laws,ordinanco,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 z10AS of the New York State Penal Law.
Application Submitted By(pr t n 5Go T T >Qq ❑Authorized Agent t ,gwner
r of Applicant: Date: I I l� 2
Signature App /
STATE OF NEW�YORK)
COUNTY OF ✓ e— )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signi g contract)above named,
(S)he is the "e—tL
(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 thisr L
_v day of /�l ✓th—&IL .20�
I"
Notary Pu iic.
DEBORMI H,VAN DUZER
PROPERTY OWNER AUTIJORIZATION 0TARy pUB11C,STATE Y0R'X
9'StM U Ivry.
(Where the applicant is not the owner) ,Wi' el Suffolk
aa API28,
residing at
do hereby authorize to apply on
my behalf o the owAVf Southold Building Department for approval as described herein.
r/ �z �
Owner's Sjgnatu Date
S��-07—7 006)CIQ--
Print Owner's Name
2
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ACCE550KY SETBACK
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LU 0 FRONT SOUTH ELEVATIONS
- - ❑O Li - Li - _ SCALE: 4" = I -011
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24'-Iy,, v
14'-10'/,,''
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PROPERTY AREA: 7,891 56[.ft.
MAX LOT COVERAGE @ 20%: 1576. 2 5cl.ft. °C°G"
HOUSE: 1 2GO
GARAGE: 3 1 9
PROP05ED LOT COVERAGE: 1 579 5q.ft. or 20.0% "
SUNSET LANE
OF N
�P y� SCTM# 1000-33-4-69
SITE LAYOUT
y p;
SCALE: F= 1'-O" �� 4
=4i
5 �
F� No 05-7 �� N.J.MAZZAEEKRO,P.E. 91
� PROFE5510NAL ENGINEER
A�0FESSI00\' C 5}5 0R,`F-CORT W I�144
517E b ELEVATIOM5 s�Fe1 tao
Proposed Garage
5un5et Lane A-1
Greenport,NY 1 1944
BACK NORTH SIDE ELEVATIONS
SCALE: 4" = I '-0" SECTION SECTION
A A
iD
PROVIDE 51MP50N PHD5
HOLDDOWN (TYP. 2)
ANCHORS AT ALL CORNERS
I U ( THROUGHOUT
O
DIAMETER ANCHOR BOLTS
I — U
` '• U w/7" MIN. DEPTH @ 48" O.C.
N I.11t v O� I w/ MIN. 3"x3"x'"WASHER @ PLATE
v^
_...._.__. ... ._. I: NPOURED CONCRETE, MONOLITHIC
Ua
r!
,y
;;; ;•, ;, ;�iLu. SLAB * FOOTING; PROVIDE
o I 9211 LPL fIDGE ' I Z wI #4 REBAR IN FOOTING, VERTICAL
;_• _,�_, q HORIZONTAL THRU BASE
N
(TYPICAL ALL AREAS)
CV 4" POURED CONCRETE SLAB
Icl ON COMPACTED FILL WITH
G X G/ 10 X I O
• U jj GAUGE WIRE (TYP. ALL AREAS
WITHIN GARAGE)
r . .. ...... I WALL LEGEND:
INEW CONSTRUCTION
2"X 4" STUD FRAME EXTERIOZ WALLS,
R-1 5 BATT INSULATION, 8" PLI WOOD
SHEATHING ON EXTERIOR, HOUSE WRAP
SIDING AS SELECTED
9'-0"x 8'-0" DOOR w/
2- 9 2" LVL HEADER ABOVE
C520 STRAPPING ;<
OF Ne'
secrloN secrloN � � YO SCTM#1 0-3 -4- 9
Co
GARAGE LAYOUT FOUNDATION / FOOTI NG5 _� a
SCALE: 4" = i '-0" SCALE: -L" = I ' On CFO Np U5�O �C9 N.J.MAZZAFERRO,P.E.
�(r PROFESSIONAL ENGINEER —14
Al?
Qr,JJJ
-sC1ON P O BON 57,GREENPORT NY,11944
GARAGE PLAN5 5nEEr NO
Proposed Garage
Sunset Lane A-2
Greenport,NY 1 1944
NAILING SCHEDULE
2018„V.04•i
GENERAL NOTES: DESIGN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
cM iA,t�F�^ Sir_^` ,ly t D,�.ap 11 .
GROUND SNOW LOAD 45 Ih5
JOINT DE5CRIPTION tJAIL tDUALITY • The Information on this set of construction documents 15 to relate basic design MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS MI f)
NAIL SPACING intent and framing details. They are Intended as a construction aid, not as a EXTERIOP r 60 BA`;C`,p'�IND SPEED 130 r=!ph
BALCO,IIES E .o5tme CatI
substitute for generally accepted good building practice and ar--in compliance with DECK` 5
RdOP F FtAMtNG current 2020 New York State Building Codes and the 202 1 IRC. The general contractor 40 SEISrAIC DESIGN'CATEGORY
WAFT` C P P a Y `Or "Jfi`'I FD �''-O''NAL :3-8c PEi?RAFTER is responsible for roviding standard construction details and procedures to ensure a AT ICS vlTt.(,)U ORA /�
O'-O°U,ALL:L�-ad PERRAPTER professionally finished, structurally sound and weatherproof completed product. ATTICS WITH STOWAGE GCC VIEATI"ERING 5E BPE
1 t/
A f0
C_'L'"C Ji T ;C,. A E F t.A{t Eu t?'-O^.",'AL!-:3- d "PIP,J iST PR05T LINE DEPTM "-
• General contractor to coordinate all subcontractors, schecul n of work and
RCOMS(OTHER THAN SL EEI°ItJ^ ROOMS) 40 0"
O°-C"WALL:»-5d PER JOIST g TERt}1jTE
JOIGT TO r'4�ALLEL RAPTER FACE t: ;' , ccI, interaction between trades. SLEEPINC F,OOMS 30 ICE BARRIEP,RE@U!RED MODERATE TO HEAVY
A+-E�) _ 1 ABLE 3.7 EAuH LAP YE
CE!LI':r JOfS L�.F CVµP p?.9;T;T1ru'je PACE NAILFD SFr TABLE 3.7 EACF! LAP • The contractor 15 responsible for ensuring that all work and construction meets
COLLAR TIE TO 1RA`-r-P PACE f AILED S"-F T ABLE 3.4 PEF TIE or exceeds current federal, state and local codes, ordinances and regulations, etc.
TC'R 7::µ? TO-'t,AILL, 245d EAC IND These codes are to be considered as part of the 5pecifIGationsfor this building plan.
2- Gil EAat'E�ND If in the course of construction, a condition exists which ch=a(3rees with that as
indicated on these drawings, the contractor shall stop work anc notify the designer
WALL f RAM4NG *the engineer immediately. Should he fail to follow this procedire and continue work,
-C,-""I-,A'E TO TOP 7-AT t FAC" ti.LE— 2-1 G;d PER FOOT he shall assume all responsibility and liability arising therefrom.
-0-PLA7E5 A"!r Ft'µC':vi;g „CE lit'"FD .:_I Gd JOI T5-EACH 50E • Dimensions take precedent over scale - DO NOT SCALE DRAWINGS.
i>)-10,-T;,';, vc.Cµ J•lAILEC' 2-11 Gil 24'C'lC
"I r`` T7 H At"FP FACIE f G"C.0 A_O,,C EDC.a.i4fLEI i • The designer has not been engaged for construction supervision and assumes no
Gil T responsibility for construction coordinating with these plans, nor responsibility for
TWn aC'Tnr.,q w'A? -r N �rLiu Er;�NAILED 2-G.� PE` 2X4 STUQ
C�f PER 2YG FTLin construction means, methods, techniques, sequences or procedures or for safety
PER.2X8 STtfD
precautions and programs in connection with the work indicated. There are no
Pr;;TC,ta ri r,A-E T F;O JO,`- warranties for a specific use expressed or implied in the use of these plans.
E41"'Jr-''1GT'f`'I~ 'OI`T'O"_5!r C 3.,G r-ticr tJn�LE^ 2-1 td "- r"ER FOOT • Contractor to provide hardwired smoke detectors, with bat±ery back up, and with
no intervening switches, on all floors and in each bedroom. Verift with local code
FLOOR FKAIlAING requirements as per Section R3 17 New York State Ke51dential Construction Code.
' TO c'i T^n ', F n�r 'Pry=� Tv �,,s F Install carbon monoxide detectors as per code.
r n I - -- JC'!v i
C tC.;C'I='' `'�`,F 1>JG.II_Eh c'-fid EACH E'Jh
--jCty ,ti''7-r^• ,r•i^T TY'?E timll F*,''
' 2-6d F"\C H END
L vT�rO rr rFfi„ , *r,,,-.-.. .. PACH LLO'CK,
AC- j, 3-,
1 Gd
Jrr, T ri.j LFnr. t0 fEAt^ rOF I,M6 Fr,
3-`U
JC.'S''TO 3-!6d GC F PEP=,iC oIti-lr'T �" LVL RIDGE; ARCHITECTURAL ASPHALT
JCj�t F'J^`<'t:!!CD' SIMPSON C520 ROOFING WITH 15# FELT
Rhi•I�> C! T T ti1 .v al',!F C0.'�.^P 11'ATt TOE NA! f--) 2
o._ -`G`'' PEP FOOT GARAGE HEIGHT CONNECTOR(TYP. ALL)
K001' SHEATHING OVERB" CDX PLYWOOD
WITH ICE * WEATHER SHIELD
AND
l IfIT P EDGE zcraE- j G°c,fc-�"A FAN'l- µnr,ey @ PERIMETERS VALLEYS
2?d A.taF AT jFjTEF:' ED ATµ R.i IPPOKTS-IN THE"',t N'Ftl FltLr
Ji'F: IOPZOf;' - :.'6+'01 c rj 12'
C-VAT PArle.L EUr_E_,A t7 . A`
`J 'ITFF;I EDLATE51JPFOKK 5lt.j,.t,L.PA,ILLF,FI-D 12 G
FG' PC:O:: „i: r r.l,; f,,,N If; -I; C ;..;: r::-lr, ry r „ r 1 - LU 'tJG a r ,� O BOLT ALL CJ TO RR w 2-
EI. t"Orj EACH c t,F O i FiE RCL P AK,THµ�'-U' F'LF,!G;'f T
Tr},I,1,,-r,�Ft `.qw.°,�L ry "`"E,.. _ E� 7I ��� / �" CB
ceft_fNG 51-I1LATFtIF1G � 2�� 2xG STRONGBACK
51MP50N H7 CONNECTOR
CCiOLEFS 7"EDGP j G"FIELD CONNECT TO RIDGE I x6 FASCIA, CENTER
5 @ 45" OC
A BEADED VENTED VINYL
WALL SHLrtiNG _
tT,"cTUPAL PAhE, r - 2x8 CJ/CT I G SOFFIT; G" OVERHANGS
t�2t ,G73.V�esl\','\C�'.i:i"C.t,nl',I ry't.�
C
2 t32" I ! a;.Gj3"' 7f.nq n.7,i
r,l 2�!.7,"L.x., �''t,,d, 3"EDGE G^Fir LD 2x4 STUD FRAME EXTERIOR
F;Rt,li•i�f'.��PGE.jt 4 _, r" I
1 e 3'EDGE:C°FIELD WALL @ I G" O.C. w/8" CDX PL)AA OD
25/32' �d 2"EDGE/G"rl°;_D
SHEATHING, HOUSE WRAP 4 51D1 IG
5d C.C)OLtP 7"EE)cP, ;0"PIELD AS SELECTED
,I'EDGE 70F1E.- t C°OtC- FArjEL EDGE,AtjD 12"A-
T
t- UPP(,)P,t P'Itj THE PAtJEL PIELD 2xG ACO SILL PLATE
IrJTEFICiP,zot: !6"cite -G^AT PAre=L eDCE5 AND 2"AT OVER TERMITE SHIELD GARAGE_
PL(�c7R SHEATHING Ad itaTER!,;"`DIATE SUPPOR75 It', rME PAI;EL FIELD OVER SILL SEAL;
G" POURED CONCRETE SLAB
PROVIDE SIMPSON C520 ON COMPACTED FILL WITH
"F':.'CT!,'f:A'.F'A.�vE;�=•- r"n�LEa.r 8d G"><DGE J 2 2"P"ELD
W/ LPT4 CONNECTORS W.W.M. G X G/ I O X 10
GAUGE WIRE (TYP. ALL AREAS
�;�L 8" DIAMETER ANCHOR BOLTS i� WITHIN GARAGE)
4 a eo,�"-emer''s art b3aCC�o",�. I rti-e>t�;r,u Walled n+nc�e�O.C.at tM,.^pa+"ei edge. if vr�ii shear+'inq Is�3ded 3 ,,,cr-e�O.C.a`tHr;^anpi er L rn
hi rV'JNL'Phea..Cajiar_itint. ,'<�9111n/a rl^(}'�rt't.T,Pnt�i fY!.CtY L �.]e "
�c L.rai me»,he^s wti:n r Jc hied.ar a! J PTH @ 4
81, O.
1lfreb;;:)i! we+rll,g!a'crrtl'Ln:S�.er cc+netted we,,,HerF •r,e r,'rt,r re rum)-er {na I-51"I'l I^e pe"rrltte'l to be reduced to 1-i Gil n"+i per foot. W/MIN. 3"X3"x75'WASHER @ `LATE
GENERAL WIND PROTECTION CONNECTION NOTES POURED CONCRETE, MONOLITHIC *I'-G„
Adapted from Standard for hurricane Resistant Residential Construction; SSTD SLAB * FOOTING; PROVIDE
#4 REBAK IN FOOTING, VERTICAL
I C-99 and 2018 SBC High Wind Edition Wood Frame Construction * HORIZONTAL THRU BASE /�
Fasteners and Connectors for Wood Frame Construction (TYPICAL ALL AREAS) SECTION "All
I . A continuous load path between footings, foundations walls, floors, studs and SCALE: 4" = I '-0"
roof framing shall be provided.
2. Approved connectors, anchors and other fastening devices not included in
the Standard Building Code, Section 230G of IBC shall be used in accordance
with manufacturer's recommendations.
3. Metal plates, connectors, screws, bolts, and nails exposed directly to the
weather or subject to salt corrosion in costal areas, shall be stainless steel or
hot dipped galvanized.
4. Where windows and doors interrupt wood structural panel sheathing and
siding, framing anchors or connectors shall be provided at the top and bottom
of cripple studs, header studs, and at least one stud at each 51de of opening. PROVIDE 1/2" SPACING
5. Ridge straps shall be attached to each pair of opposing rafters except where BETWEEN THE END STUD
collar ties Of I xG or 2x4 lumber 15 located in upper third of attic space and RAFTER AND THE 2 OTHER STUDS
attach to each pair of rafters. RAFTER FOR ALLOWING
G. Uplift connectors shall be provided at each rafter bearing. RIDGE HOLDDOWN INSTALLATION CONNECT CORNER STUD
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4'
• ' TO TRANSFER SHEAR
of exterior corners. TOP PLATE FASTEN WITH (2) 16d
COMMON NAILS IS 6" O.C.
8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the •
foundation with anchor bolts having a min. bolt diameter of 5/5" and 3" x 3" x •
1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 WALLSTUD SIDEWALL inches of each end of each plate. Anchor bolts shall have a minimum embedment ENDWALL
of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located
within 12 inches of corners and at spacing not exceeding 4 feet on center. TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION
SHEAR WALL CO ER CONNECTION SCTM# 1 0-33-4-69
OF
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N
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N.J.MAZZAFERRO,P.E.
PROFE5510NALENGINEER 04&zq"M
° 0510 h ` P O BOX 57,G--E PORT NY,11944
FESSIO 51645"!'596[M
SECTION!NOTE5 seer NO:
Proposed Garage
sunset Lane A-3