HomeMy WebLinkAbout45662-Z �g�FF01 Town of Southold 7/18/2021
$ P.O.Box 1179
53095 Main Rd
io o� � Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42169 Date: 7/18/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 35 Atlantic Ave(aka 401), Greenport
SCTM#: 473889 Sec/Block/Lot: 34.-3-56
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/23/2020 pursuant to which Building Permit No. 45662 dated 1/11/2021
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:
alterations and additions, including existing porch converted to living space and covered entry porch to an existing
single family dwelling as applied for.
The certificate is issued to Paul,Neena
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45662 7/1/2021
PLUMBERS CERTIFICATION DATED 6/29/2021orge .Berry Jr.
Aut ze nature
�o�SUFFoi,��o TOWN OF SOUTHOLD
ay BUILDING DEPARTMENT
co x TOWN CLERK'S OFFICE
"may • ; 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#: 45662 Date: 1/11/2021
Permission is hereby granted to:
Paul, Neena -
401 Atlantic Ave
Greenport, NY 11944
To: make additions and alterations to an existing single family dwelling as applied for.
At premises located at:
35 Atlantic Ave (aka 401), Greenport
SCTM #473889
Sec/Block/Lot# 34.-3-56
Pursuant to application dated 12/23/2020 and approved by the Building Inspector.
To expire on 7/13/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $523.20
CO-ALTERATION TO DWELLING $50.00
Total: $573.20
Yuildin�
®��oF sovPy®l
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
• Q sean.devlin(c�town.southold.ny.us
�` a
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Neena Paul
Address. 35 Atlantic Ave city Greenport st: NY zip: 11944
Building Permit#: 45662 Section. 34 Block 3 Lot: 56
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Paul Burns Electric License No: 3897ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition X Surrey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 8 Bath Exhaust Fan 1
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO2 Detectors
Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks
Disconnect Switches 11 4'LED Exit Fixtures Pump
Other Equipment: Floor Heat, Hood, Gas Oven, DW, W/D, Car Charger
Notes* Renovation of Kitchen and Bath, Addition of Mudroom, Car Charger
Inspector Signature: Date: July 1, 2021
S.Devlin-Cert Electrical Compliance Form.xls
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Town Nell,53093 Main bond '�y j i4
� ® ',. Fax(G3l)765-9502
P.O.Box 1I79
Southold,New York 11971-0959 �� M.. �q�� �(�^��� ghol I
(61I)765-1802
„
JUL — 6 2021
BUILDING DEPARnI BNI'
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Plumber. 6•ex--> �
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r cerffy diet the selda-used in fe water supply system conWw less tba 2/10 of j%
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Sworn to before me t3ls
day of - 2Qz.LL
Maly WHO, of Noy! fcn
' NG.A1Sv469009
€ivalifie®In SuffolkC=q
Notary t Utbl? 2'G4L--,f,--oumty
a0F 50UTy -
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* TOWN OF SOUTHOLD-BUILDING DEPT.
76''5-1802
INSPECTION
[ ] F UNDATION 1ST [ ] ROUGH PL13G.
[ kFOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] 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 2001 INSPECTOR
'OF SOU ------- - -- --- --- --
# # TOWN OF SOUTHOLD BUILDING DEPT.
°��courm e 765.1802
- 1-NSPECMN
[ ] FOUNDATION 1ST [ ROUGH PL13G.
[ ] OUNDATION 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
RE ARKS:
1
S
DATE INSPECTOR
SOGTyO�
# # TOWN OF SOUTHOLD BUILDING DEPT.
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) AL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS:
DATE ZW INSPECTOR `-Jlov
as
# # TOWN-OF SOUTHOLD BUILDING DEPT.
y o, `' 765-1802
: INSPECTION
[ ] FOUNDATION 1ST [X] INSIULATIOWCAULKING
UGH PLBG.
FOUNDATION 2ND [
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
S� CA&,j
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DATE 3 INSPECTOR
%f soot,
# # TOWN OF SOUTHOLD BUILDING -DEPT.
765-1602
INSPECTION -
I
FOUNDATION 1 ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] I ULATION/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 °�1 INSPECTOR
OE SO//rH 7:5 57 A41o4fc kci�c
� 6
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] 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 7`11PRE C/O
REMARKS: 1
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DATE Z INSPECTOR ,�
tnl
`'�'FIELD INSPECTION REPORT DATE COMMENTS
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' FOUNDATION(2ND)
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STATE ENERGY CODE
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o�S�FF�tKoo� 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 https://www.southoldtowrmy.gov
n
Date Received
APPLICATION FOR BUILDINGPERMIT
(f - Fir Office Use Only "J (-.5 i
I
PERMIT No. Building Inspector: 1 '••�
DEC 2 3 2020
Applications'and''forrris+must`be filled°out-iintlieir entiretyi'Incomplete- '1?1
applications will be aces ted. Where,the A licant isnot the owner`an
pp P PP
Ow,ner's Autlioiization form(Page 2),shall be completed:- ; r.; 4 •v:, �,,731
',•'
Date:
OWNER(S);OF PROPERTY:
Name: Neena Paul & Steve Lubitz scTM#1000-34-93-56-
Physical
Physical Address:401 Atlantic Ave., Greenport, .NY
Phone _ Email:neenar aul mail.com
. 1 ��-_ 93.3_ -.. ._ ,__. .p�__. _ .g._. ._ _..4
Mailing Address:same as above
CONTACT,PERSbNt -
,4-
Name:see below
Mailing Address:
Phone#: Email:
DESIGN PROFESSI,ONALy1NFORIVIATION: `
Name:Nancv Steelman, Samuels & Steelman, Architects
Mailing Address:25235 Main Road, Cutchogue, NY 11935
Phone#:631 734-6405_TEmail:nancy@samuelsandsteelman.com
CONTFZ4C?OR`IN'FORMATION.
41-
- - - -
Name:To be determined
Mailing Address:
Phone#: JEmail:
"DESCRIPTION,OFPROPOSED CONSTRUCTION
i kms. 3.,p�
❑New Structure Addition 14AIteration ❑Repair El Demolition Estimated Cost of Project:
❑Other
Will the lot be re-graded? ❑Yes%No Will excess fill be removed from premises? ❑Yes ;.No
1 i 1
I
t-.�PROPERTY, FOR
Existing use of property: siden ia[-. Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with'respect to
R-40 this property? E]YesXNo IF YES, PROVIDE A COPY.
IA-Ch6ck BOX'Aftdr-Readlng: -The owner/contractor/design professional is responsible for-all drainage and storm water issues as provided bi,
'Ch a pter o 236 ,f,thejown I Code:'APPLICATION I&HEREBY MADE to the Bull.ding Department for the issua I nce of a Building Perm it"'pu rsua4,to,the'ii411dlrig Zone
.6rdifianeeof the'Townof Soutfiold,5uffolk,County,New York Snd'&heripo!cab 1e Lars,"s;-
0rdinanceCor,16gulations, orthe"c`dnstr'u"ct1on of-buildngs,'
additions,a terations or,for remo0a[or demolition".3's herei'n''clescribeFd.The applikant agrees to Comply witftill applicable law' s ordinances;'building code,'
housing code and rpguiaii6ns,a4,to admit authorized inspectors on premises an&ln building(s)for necessary Inspectlidns.FalseFstatements made fiei6in are
abie'iis`abi"`�"emiafiiir pto�sd on'210AS�bfthi*vjYi)rkStatePii�iI
punio ss Law'.'
Application Submitted By(pri if name)- ;gAuthorized Agent El Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF GlqF 14)
Nancy Steelman being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Architect
(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 a0plicbtioln'are true-fo'the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therey6 /L_ _14. c��4
I BARBARA H. TANDyr
Sworn before me this Notary Public, State Of New York
No. 01TA6086001
Ir Qualified In Suffolk County
day of 20 a4 Commission Exires o1/1q/?L2a
Notary Public
PROPERTY OWNER AUTHORRA70H
(Where the applicant is not the owner)
Neena Paul & Steve Lubitz residing at 401 Atlantic Ave. Greenport
—do hereby authorize Nancy Steelman to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
wrier's SignatuDate
Print Owner's Name
2
� 'c� 1;EUt BUILDING DEPARTMENT- Electrical Inspector „
t -sr A TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
ice:w Southold, New York 11971-0959
Telephone (631) 765-1802 -,FAX(631) 765-9502
roaerrCa.southoldtownnv.go�e.�.seandCcr7southoldtownny.gou ;?
'APPLICATION FOR ELECTRICAL INSPECTION >>
ELECTRICIAN INFORMATION (All Information Required) Date- 3 /5/2021
Company Name: Paul Burns Electrical Contractors Inc _
9
Name: yBob'Burns
License No.: 3897-NM email:- pburnsjr@optonline.net f
Address: _ PO Box 1061 So_uth_ old,NY 11971 J ;A
Phone No. 631-365-4735
_
JOB SITE INFORMATION (All Information Required) # }
Name: Lubitz
Address: antic"vAvd'u neer port N
Cross Street: Bridge Street
Phone No.:
Bldg.Permit#: 5662 - email:
Tax Map.District:, 7000 _Secti�iri. Block; Lot:._
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Wire Kitchen/ Bath remodel, mudro_ om_ addition
,
Circle All That Apply:
Is job ready for inspection?: YES / NO Rough In Final
Do you need a Temp Certificate?: YES / NO- Issued On_ '
Temp Information: (All information required)
Service Size 1,Ph 3 Ph Size:.. A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect-Service Reconnected- Underground - Overhead
i
# Underground Laterals 1 2 H Frame . Pole Work done on Service? 'Y N
Additional"Information,
.PAYMENT.-DUE WITH APPLICATION-
. Irl\ ..
Request for Inspection Form.xls
��
PERMIT# Address:
Switches
Outlets J�
G FI's
Surface
1
Sconces
H H's Mi
V
UC Lts
Fans Fridge 111 HW
Exhaust Oven Dryer
Smokes DW Service
Carbon
Micro Generator
Combo Cooktop Transfer
AC AH Mini
Special:
Comments*
r-,
REScheck Software Version 4.7.1
Compliance Certificate
Project Paul-Lubitz Residence
Energy Code: 2015 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: Alteration
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
I
Construction Site: Owner/Agent: Designer/Contractor:
401 Atlantic Ave Neena&Steve Paul&Lubitz Nancy Steelman
Greenport,NY 11944 401 Atlantic Ave. Samuels and Steelman Architects
Greenport,NY 11944 25235 Main Road
631 466c4933 Cutchogue,NY 11935
neenarpaul@gmail.com 631734-6405
Nancy@samuelsandsteelman.com
all
. . ' . .
Envelope Assemblies
Grds!§Area—
Perimeter
Ceiling 1:Cathedral Ceiling 264 36.0 7.0 0.024 6
Wall 1:Wood Frame,16"o.c. 94 22,0 7,0 0,039 2
Window 1:Wood Frame:Double Pane with Low-E 30 0.300 9
SHGC: 0.40
Wall 2:Wood Frame,16"o.c. r 223 22.0 7.0 0.039 8
Window 1:Wood Frame:Double Pane with Low-E' 21 0.300 6
SHGC: 0.40
Wall 3:Wood Frame,16"o.c. 103 22.0 7.0 0.039 3
Window 1:Wood Frame:Dotible Pane with Low-E 11 0.300 3
SHGC: 0.40
Door l:Solid 17 0.260 4
Floor 1:All-Wood joist/Truss:Over Unconditioned Space; 264 22.0 7.0 0.032 8
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed buil ng has be esigned to meet the 2015 IECC requirements in
RES c eck Version 4.7.1 and to comply with the mandato require nts listed in ho RESc eck Inspection Checklist.
nc 120
N me-TitleS Date
Project Title: Paul-Lubitz Residence Report date: 12/22/20
Data filename: Untitled.rck Pagel of 1
S A M U E L S &
S T E E L M A N
December 23, 2020
DEC 2 3 2020
Southold Town Building Department 7
54375 Main Road
Southold, NY 11971 XJ"
Re: Paul — Lubitz Residence
401 Atlanta Ave
Greenport, NY
We would like to apply for a Southold Town Building Permit for Renovations and
Addtions to the Paul — Lubitz Residence. Attached documentation includes the
following:
1. Building Permit Application
2. Four (4) sets stamped Construction Drawings
3. ResCheck
Please review the enclosed and get back to me with any questions. If application is
complete, please prepare a BUILDING PERMIT, and contact my office with the total
fee.
Tha k you,
N �c/
anc Steelman
Enclosures
ARCHITECTS
25235 MAIN ROAD
CUTCHOGUE,NEW YORK 11935
(631)734-6405
FAX(631)734-6407
SITE DATA
SCTM # 1000-34-03-56
PROPERTY, 401 Atlantic Avenue
Greenport, NY 11944
OWNER: Neena Paul & Steve Lubitz
401 Atantic Avenue
Greenport, NY 11944
SITE: 15,895 SQ. FT. = .365 AC.
\ AREA
ZONING: R-40 UjY
�
fl ALLOW. LOT 20% OR 3179 SF
COVERAGE:
EXIST. LOT 2020 SF
COVERAGE:
PROPOSED
10 9. 9 8 COVERAGE: w
N 73d 18 03 ))E GARAGE: 746 SF LAJ Z
ENTRY PORCH: 20 SF (n
0 REMOVE EXIS PEAR
RAGKRD EXIISSTTIN6 bo MAIN E POOL: 384 SF
z � %�/ ��//; /; ,/;;� /; - ;- - :•.: — � TOTAL: 3170 SF OR 19.94%% O
Co
' ;; SURVEYOR: JOHN EHLERS
Q ��// O�G7 D' .:: `: `�' _,: 6 EAST MAIN ST.
/// , l' / °� ' Iv RIVERHEAD,NY 11901 Uj
C�.1 // ,4R; C� 631 369-8288 0
DATED: SEPT. 24 2012LU
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— y EXIST. GRAVEL DRIVE a N x
W/ METAL EDGE TO REMAIN j NOTIFY BUILDING DEPARTMENT AT uJ. N =
765-1802 8 AM O4 PM FOR THE
' // / FOLLOWING INSPECTIONS: Q U
EXIST. OUTDOOR\\ / / 1. FOUNDATION - TWO REQUIRED
• %;:% SHOWER
y FOR POURED CONCRETE Cl) N'
.3 /,/ 2. ROUGH - FRAMING & PLUMBING
(� 3. INSULATION
NEW 4' HIGH FENCE / 4. FINAL - CONSTRUCTION MUST )�
PROJECT BE COMPLETE FOR C.O.
�� / ��/ ALL CONSTRUCTION SHALL MEET THE
SITE
'C� / / / / REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
• % //��j////////// ////, DESIGN OR CONSTRUCTION ERRORS. OF NE�P�� tV 1"0
Ci ,/ XIST�NC�/ �1�EN G•.NIPLt WITH ALL CODES Or
/ j�/ / / / ,
PJ Ev1/ YC R•C STATE & TOWN CODES
16.4 NEIN BASEMENT
W/ NEW BILAS REQUIRED A _ OF
Co DOOR
EXIST.PORCH / SOUTHOLD TOW A
i
TO DE,ENLGL05ED
EXISTING
&ARVEL { SOUTHOLD WN PLANNING BOARD ,
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AREA / SOUTHOL TOWN TRUSTEES
PROJECT NO:
z z • z z N J / 2003
BRIDGE STREET - DRAW :
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--� W �' `-� `4,'," �� f.� CHECKED BY:•
300' N = Z 4\— r er-e .'1 ! R !r ,qr". "�, ! NS
VILLAGE OF GREENPORT ' _ - i-- Q ° �� `- r ' ° � m` ' �u § DATE:
Inv
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S 73 d 4 6 10 W ' SHEET TITLE:
110. OD RETAIN STOPrf,1 ^��aTER RUr��FF
R E A M A" PU'RSUAIJ TO CHAPTER 236
SCALE: NTS OF THE TOWN CODE.
SITE
_
TRUSS PLAGARDING REQUIn PLAN
BRIDGE STREET
jl//`tTION
a r'io Cf7r°J7ENT BEFORE EECTRICALINSPECTION REQUIRED SHEET NO:
!
10A,TE OF OCCUPANCY
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PERMIT/BID DRAWING
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4
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i" %i°r� I I TO MA��H EXIST. I I Z
GENERAL NOTES (Kitchen & Bathroom) p NEW BASEMENT U LIVIN�ROOM TiMGH1yqOODEXIST.L Gl-• EXIST. LiJ
T STAIR - REUSE
LIVING, ROOM Gl"' OL uj
I. REMOVE ALL GYP BD i, ;/ ".,,;r�, O
I 2. REMOVE ALL DOORS 4 WINDOWS In EXIST. BILCO DR W POG 1T ii j ii ri /r iii
3 REMOVE ALL WD CASING DOOR /i' % // / ,:;,: I
II- 4. REMOVE PLUMBING FIXTURES �
I 5. REMOVE ALL ELECTRIC p I Elul MUD ROOM EX JJa
6. REMOVE ALL GABINETRY4 COUNTEROP Q
1. REMOVE ALL APPLIANCES FOUNDATION PLAN GRANGE IN GL6 }
- - - - - -- 8. REMOVE ALL TILE i B _ 2 5 5HT # 5 FOR INT.
- - - - -- - 4 w I W D FIN. FV--\ 2 SHELVES
C ABOVE EXIST. I � - - -- ----- - - -- - -
" DINING ROOM j j SITING
Ph A R`TAL P LANPART L DEMO2„ HBIB OSE EX To MYAVOTOD EX ST.L I I NEW�WC�O FIN. FL EX uu
SCALE: 1/4"=1'-0" LIVING ROOM I I
TO MATCH EXIST. O
LEGEND x I I LIVING ROOM
STEP OWN � I I 06Z•
RELOCATE EXIST. oUTDR EXISTING WALL TO REMAIN
SWITCH LOCATION m i l EX to Q. M
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—— — — — — —— —— I GROUND FAULT I NTERRUPTOR OUTLET 1.:;..:.•;;....., F ;�:: os °� s
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SURFACE MOUNTED WALL FIXTURE ( ( I ` r I I I P 2003
D I ;r L REMO EXIST.
BASE NT WINDOW DRAWN BY:
r 22
EXIST. SWITCH I ^; ,.•-.•;•:�.;,: '`• ::� 4 PATCH OPEN NS
—— — — —
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CHECKED BY:
NS
8 THK GONG FDN ON
GM CARBON MONOXIDE DETECTOR 8"x16" GONG FT& YV FROM TREET
2 #5 REBARS CONT DATE:
EE EXHAUST FAN TYPICAL : . REMOVE EXIST. DECEMBER 18, 202
INT HARDWIRED INTERNET CONNECTION = Iw GRA SP,4GE r T- -t-1 BASEMENT STAIR SCALE:
STEP DOWN N ( I X �•ncorac sake ® SD I "• " 1111 1
114 1
SHEET TITLE:
NOTE: ALL NEW SURFACE MOUNTED 4 I ':• Iw d I I I I I
NEW GONG. OR GONG.
FIXTURES H I C��-I HATSTO HAVE DIMMERS 1 ' �_:_;,_; _ r:t: := r_�:,_:ti_. :_ _.:_,�_' '• J BLPE
K WALL AT EXIST.
° "'"G FIRST
_ EXIST. BASEMENT
1 FLOOR
F0 GHII_ _1I EXIST. BRICK FDN WALL PLANS
24" 50 X 8" D
FOOTING W/2-#5
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L ELIC L 50 PIER W/6X6 PT , 13-6" FIELD VERIFY
lj/AKTIAPoftPOST.
2'-1" 4'- " SHEET NO:
SCALE: 1/4"=V-0" VERIFY
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DATE:
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RS ESOWG OR ° ROUTDOORWEx Tl OPEN' HOR
1. 1 SHEET TITLE:
PATCH SHINGLES AT---/" NES OWOMN-GIN NEW WINDOW IN NEW WINDOW IN
NEW OPEN G EXIST. OPEN'&
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— — ---- --- -- -- - - -- - - XHECK —— ———— —— ELEVATIONS- - -- ------ - -- —
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INTERIOR
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SHEET NO:
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SCALE: 1/2" = V - 0" SCALE: 1/2" = 1' - 0" SCALE: 1/2" = V - 0"
SCALE: 1/2" = 1' - 0"
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SHEET TITLE:
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31_0/ II INTERIOR
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SHEET NO:
IT/BIDPERM DRA WINEG.,
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS Iq 0 STRUCTURAL REVIEW B1' STEVE MARESCA, FE
FOR WALL OPEN I NO FROTE-GT I ON OF 120 MFH 5-SECOND WIND GUSTS 155-07 WEST MONTAU< H I OHWA`r, HAMPTON 5A)'S, NY I I cI4C
(
MAXIMUM MEAN ROOF HE I C HT: 55) SIMPSON LSTA - 20 SAGE PHONE 651 '725 cf450
RIDGE STRAP - ALL ROOF RAFTERS
USE/OCCUPANCY
• N V EWIOF STRAPE a EACH . CLASSIFICATION
� . DESIGN CRITERIA:
o ICE SHIELD UNDERLAYMENT S I NC;LF_ FAM I LY RF-S 1 DENT I AL
SHUTTER A S%c,>E M B LY I REQUIRED - 24 FROM ELSE DESIGN IN ACCORDANCE WITH AMERICAN
N.T.S. •-I'" FOREST PRODUCTS WOOD FRAME
FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I GON5TRUGTION MANUAL FOR I + 2 FAMILY HOUSE
23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I HEIGHT PRE SOP METHOD
(OVERLAP AROUND OPENINGS 4") I ' ALTERNATE POSITION OFI IIu i -IN
ASSEMBLY: I,- I ( HURRR�NNNE3CLIP USE 55 -0 MAXIMUM
GROUND SNOW LOAD - 25 PSF. w
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ al I FIRST LEVEL - 40 PSF. L.L. V 0
#10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 P5F. L.L.
ALTERNATIVEOD FASTENER FASTENER FOS: SHUTTER TO BUILDING: I I �• G�Ip�p�jL�p��j�p`� I ..� BEDROOMS - 30 PSF. L.L.
RAFTER TO STUD. - WIND SPEED - 130 MPH Lu Z
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) I I TYPICAL ALL RAFTERS FIRE AREA
MACHINE BOLT ® 12 O.G. d I 5 - 8d NAILS EACH END RAS I DNG X SEISMIC DESIGN CATEGORY - B Z
I WEATHERING - 5EVERE O
\ s I e EXPTAEND ODTOPYOFTOPO - PROVIDE 8d COMMON FROST LINE DEPTH - 36" _
PLATE. NAILS a 4" O.G. AT
I
EXTERIOR
Y
EDSE OF ALL TERMITE - MODERATE TO HEAV0
•'\ I TYPE OF CONSTRUCTION DECAY - SLIGHT 0uj
CONVENTIONAL LIGHT FRAME WOOD
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I1 CONSTRUCTION 06 W
II
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1 I� LTIPLE SECTION ASSEMBLY: Fm
1/4" THICK BOLTS @ 2' OG O O
GENERAL NOTES ~
1 a°� I. ALL WORK MATERIAL, AND EG2UIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Q
I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE
I 1 I I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. O
PLYWOOD 5HEATHIN& CONSERVATION CODE, AND LOCAL AUTHORITIES.
i I I I I I 1 TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN z
SCAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY W
I MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE.
11 II 1 1 II VXP50N M5T27
1 I I I I!2" WIDE - 20 SASE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL O
1 I 1 I 1 I I METAL STRAP 048" OC. LARCH STRUCTURAL GRADE #2 OR BETTER.
CHANGES PRIOR TO AND DURING CONSTRUCTION. a.
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALLZ
I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
SHUTTER ASSEMBLY I I I I I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL W
DESIGNED AND SPECIFIED BY OTHERS.
N.T.S. 1 I 1 1 I I 9TUDs I6" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. I'1. ALL STRUCTURALW
STEEL TO BE ASTM A36 WITH ONE
I 1I I1 ,
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM
FOR PANEL SPANS:4' OR WIDER SPAN 1 I I�j FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 0
23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
(OVERLAP AROUND OPENINGS 411) 11 1 IWRAP + NAIL STRAP
VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER
AND OWNER.
2x4 STRONG-BACKS @ 24" OG 11 I•j ' AROUND SILL PLATE 4 - !3d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THI5
I I I 1 AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS
ASSEMBLY: I I 511`4°'50N MST27 BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I I I/2' WIDE - 20 SASE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
I METAL STRAP ®48" Oc. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
STAINLESS STEEL WOOD SCREW @ 12" O.G. I�' AND IN BASEMENT ( IF APPLICABLE ). P051TION NEAR
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ; . NAI':S+4EATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO �i53o
#10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL Z. :c::ti,:.:: 8d NAILS ® 4" o.c. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06 Z . o
WOOD SCREW @ 16" O.C.
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 _ #5 REBAR +'� :';'�i(''.':. '1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND cn d
2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY ti
AGG TREATED. SUPPORTED BY DOUBLE UPRIGHTS,
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) Q.O FT AND OVER Y
MACHINE BOLT ® 12" 0.15. ': `{ ;; BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GORE. J o 0
,�. �:. }, yap m
SEE FOUNDATION DWG. ti;, " MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. p "
FOR DESIGN. 5/8 x I2 A.B. ®48 00. 22. ANY ALTERATION REPAIR ADDITION OR CONVERSION TO X
w/F=NDER WASHER. W -� •W z � a
8. PROVIDE FIRESTOPPING AT ALL LEVEL - w u.
WINDOWS " GLAZED OPENING ``''`�'�' AN EXISTING DWELLING REG2UIRING A BUILDING PERMIT
PENETRATIONS =a z
NOW REGU I RES THAT ALL SLEEPING ROOMS IN THE :3 W
Q. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED ff a N o
PROTECTION IS REQUIRE=D FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. m W • N o w
IN ACCORDANCE WITH LARGE MISSILE TEST OF
ASTM E 1986 AND OF ASTM 1886. AND DECKS ETC.. Q � � =ti
A
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NY5 GORES ALSO APPLY TO ACCESSORY
IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT 50ALE DRAWINGS. STRUCTURE DESIGN. cn • Q �
N
PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOOR5 TO BE RATED FOR 120 MPH. WIND LOAD
PANELS TO BE MAINTAINED ON SITE.
+ SILL PLATE. SHALL G01�IFLY W/NYSBG GRAFTER #2304.�i.6 FOR THE INSPECTION OR SUPERVISION OF
THIS CONSTRUCTION PROJECT. FEDERAL, STATE
LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
NAILING SCHEDULE FRAMING NOTES
TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 1o. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4" c�`�• r7 c <'r
DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR
oz, EXTERIOR EDGES AND 6 d @ 12" o.G.
° BETTER. 11 INTERMEDIATE.
SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES ROJECr
2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8
h MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1902
RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT.
e <'Io ° CEILING JOIST/TOP PLATE 4-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY:
.... .................
CEILING J015T/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT
CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE
COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY:
GABLE IeooFs BLOGKING/RAFTER 4-5d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NS
RIM BOARD/RAFTER 4-Ibd (END NAILED) 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE:
ME WITH DOUBLE UPRIGHTS, a'-O" AND OVER WITH DECEMBER 18 2020
TOP PLATE/TOP PLATE 2-Ibd (PAGE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS.
a ° TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING.
STUD/STUD 2-Ibd (FACE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
h HEADER/HEADER Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS
TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) AND FLOOR BEAMS A5 PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE:
o o a 8'-0" O.G. MIN. PROVIDE 2 SPACE FOR AIR
to o X45 BOTTOM PLATE/FLOOR J015T 3-16d (PAGE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
° J015T/5ILL, TOP PLATE or GIRDER 4-5d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB
BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REG2UIRED AT ALL LOAD AND STRUCTURAL
BLOCKING/JOIST :2-10d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"
SABLE ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NAILED)
1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES &
100< O ('30 0 lo� o L45 o LEDGER STRIP/BEAM 4-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
JOIST ON LEDGER/BEAM 3-Ibd (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS
AT HIGH PRESSURE ZONE - 6
PROVIDECOMMON NAILS" O.C._41 BAND JOI5T/JO15T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
HIP ROOFS AT INTERIOR PORTIONS OF ROOF TYP. BAND J015T/5ILL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA.
100< O X30 O PLYWOOD ROOF DECKING 8d ®4" O.G. EDGES, o8" O.G. FIELD "TEGO" OR APPROVED EQUAL.
STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12„ O.G.. SHEET NO:
PROVIDE 8d 'NAILs a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING Sd @4" O.G. EDGES, ®8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S.
PORTIONS OF PANELS IN HIGH PRE55URE ZONES. PLYWOOD SUBFLOOR DECKING 8d o6" O.G. EDGES, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THI5 DRAWING 15 AN INSTRUMENT PREPARED TO
NOTE , a = 4 FT. IN ALL GASES
SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE
COMPONENT AND CLADDING PRESSURE ZONES
ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER.
PERMIT/BID DRAWING