HomeMy WebLinkAbout46505-Z ,r
o�oSu�F°tq'coy Town of Southold 9/19/2021
0
P.O.Box 1179
o - .. 53095 Main Rd
4,1 �ao�, Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42356 Date: 9/19/2021
THIS CERTIFIES that the building AS BUILT ADDITION
Location of Property: 2455 New Suffolk Ave.,Mattituck
SCTM#: 473889 Sec/Block/Lot: 114.-9-14.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/13/2021 pursuant to which Building Permit No. 46505 dated 6/29/2021
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:
"as built"additions, including covered front porch with trellis and rear deck with hot tub to an existing single family
dwelling as applied for.
The certificate is issued to Karten, Susan
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46505 7/28/2021
PLUMBERS CERTIFICATION DATED
Mthoizeature
�o�ufent,��o�
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y x TOWN CLERK'S OFFICE
"o • 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#: 46505 Date: 6/29/2021
Permission is hereby granted to:
Karten, Susan
2455 New Suffolk Ave
Mattituck, NY 11952
To: Legalize as-built front and rear decks and hot tub at existing single family dwelling as
applied for with Trustees #9794A
At premises located at:
2455 New Suffolk Ave., Mattituck
SCTM #473889
Sec/Block/Lot# 114.-9-14.1
Pursuant to application dated 5/13/2021 and approved by the Building Inspector.
To expire on 12/29/2022.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,188.80
CO-ADDITION TO DWELLING $50.00
Total: $1,238.80
Building Inspector
OF SOV
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 sean.
Southold,NY 11971-0959 devlinCa�town.southold.ny.us
.c` ® �®
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Susan Karten
Address: 2455 New Suffolk Ave city.Mattituck st: NY zip: 11952
Building Permit#: 46505 Section 114 Block- 9 Lot: 14.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Alan Hubbard Electrical License No: 4285ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub X
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceding Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 25Q Switches 4'LED Exit Fixtures Pump
Other Equipment. 250A GFI Disconnect
Notes, "AS BUILT NO VISUAL DEFECTS" Hot Tub
Inspector Signature: Date: July 28, 2021
S.Devlin-Cert Electrical Compliance Form
OFSOUIyO� ��V� [/� �� N`" vv SVT PD/✓ . -
# TOWN OF SOUTHOLD BUILDING DEPT."
coum, 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: o-r
A
1� !1 kne 411A
o
pcom
DATE
INSPECTOR
OF soplh°
# # TOWN OF SOUTHOLD BUILDING DEPT.
co 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATIOWCAULKIN`G -
p4
[ ] FRAMING /STRAPPING [ FINAL�,44,j S/, A �t4WI
[ ]` FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS_ : d tel/ t 1c...,
c, GIA� 9 m6f,�u
g4vvxrTL�/b c31� tnpvt�
_2
C*'72
S
or
DATE INSPECTOR
pf SOUryO� 1-f New
# f TOWN OF SOUTHOLD BUILDING DEPT.
couto, 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 q INSPECTOR
NEMSCHICK SILVERMAN ARCHITECTS P.C.
the business of ARCHITECTURE."
August 16, 2021
Southold Town Building Department
Town Hall Annex Building
54375 Route 25
P.O. Box 1179 Southold, NY 11971
Re:
Kreitsek Residence
2455 New Suffolk Avenue
Mattituck, NY 11952
To whom it may concern, to the best of our knowledge and site inspection data, Nemschick Silverman Architects P.C. has
inspected both front porch and rear deck at the above referenced project and finds Framing,Strapping and Concrete Footing
to follow Local,State and Federal applicable building codes.
Sincerely,
NEMSCHICK SILVERMAN ARCHITECTS P.C.
� 1 n4 dlN
Raymond Nemschick,AIA
R
Principal
OF N,
66 EAST MAIN STREET . PATCHOGUE, NEW YORK 11772 631 563 2130 telephone 631 563 2139 facsimile www.ns-arch.com
1 I • • ® I Y
--------------
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STATE • • !
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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 htlps://www.southoldtomm.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
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PERMIT NO. 'k5_0 Building Inspector:
MAY 1 3 2021
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Date:May 5th, 2021
9
'OFaPROPERTY:;,,'
71,
S
Name:Williarn & Dolores Kreitsek
I SCTM # 1000-114-09-141.1
Project Address:2455 New Suffolk Avenue, Mattituck, NY 11952
Phone#:63-1484-93619 Email:billkreitsek@hotmaii.com
Mailing Address:P.01. Box 941. Mattituck, NY 11952
ERS
Name:Robert W. Anderson @_Suffolk Environmental Consulting, Inc.,
Mailing Address:P.O. Box 2003_1,Bridge�hampton, NY 111932
Phone#:631 537 5160 Email:robert@suffolkenvironmental.com
DESIGN ItOFESM 'N A`11�
I ]R�UNFORMAT,
0
Name:Raymond Nemschick
Mailing Addres_s:1.60 Main Street, Suite 200 Sayville, NY 1_1782
P-hone#:631-563-2130 Email:r.nemschick@psarchitects.com
1.
CON RACTOR`INFORMATION:""'
4"
/J
Name:N/A
Mailing Address:N/A
Phone#:N/A Email:N/A
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STIR
PROP
EINewStructure ElAddition ElAlteration EIRepair ElDemolition Estimated Cost of Project:
Eil Other LEGALIZE AS-BUILT SEAWARD DECK,FRONT P0RCI4,-@MTI!ITrreR,AND SPA $35,000
Will the lot be re-graded? E]Yes giNo Will excess fill be removed from premises? E]Yes ®No
beck— LtL (910
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Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and'restrictions with respect to
ry * this property? ❑Yes ❑No IF YES, PROVIDE A COPY.
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Chapier.236Aofthe TownCole: ei?PUGATION IS,HEREBY.;MADE,fo,tteBuild�lrgDepa4$merit"forthe,issuance of a'BuildingjPernrtiYpursuant,to,,the.Buildmg tone,',
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Application Submitted By(print name): ,� @Authorized Agent Downer
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Robert Anderson @ Suffolk Env. Consulting, Inc.
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the agent
(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 l
Notary Public
MATTHEW D. IVANS
NOTARY PUBLIC-STATE OF NEW YORK
PROPERTY OWNER AUTHORIZATION No.01 IV6053859
(Where the applicant is not the owner
ualified in Suffolk County
y ommi'ssion Expires 01-22
1, Dolores Kreitsek residing at P.O. Box 941 , Mattituck
NY)) 11952 do hereby authorize Robert Anderson@ Suffolk Env. Consulting, Inc. to apply on
my behalf to the TowZoSouthold Building Department for approval as described herein.
03/23/2021
Owner's Sign ture Date
Dolores Kreitsek
Print Owner's Name
2
Glenn Goldsmith,President *®f so Town Hall Annex
A Nicholas Krupski,Vice President ®� ®�® 54375 Route 25
P.O. Box 1179
John M. Bredemeyer III
Southold New York 11971
Michael J Domino Telephone(631) 765-1892
Greg Williams ®� �® Fax(631) 765-6641
C®uu9
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 9794A
Date of Receipt of Application: December 4, 2020
Applicant: Dolores Kreitsek
SCTM#: 1000-114-9-14.1
Project Location: 2455 New Suffolk Avenue, Mattituck
Date of Resolution/Issuance: January 20, 2021
Date of Expiration: January 20, 2023
Reviewed by: Glenn Goldsmith, President
Project Description: For the as-built 564sq.ft. seaward side deck with steps and
36sq.ft. spa; and landward 386sq.ft covered porch with generator.
Findings: The project meets all the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an
Administrative Permit allows for the operations as indicated on the survey prepared by
John C. Ehlers Land Surveyor, dated November 18, 2020 and stamped approved on
January 20, 2021.
Special Conditions: None.
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be
required.
This is not a determination from any other agency.
J�/ Pte'"�
Glenn Goldsmith, President
Board of Trustees
Glenn Goldsmith,President � ��,/� , Town Hall Annex
A.Nicholas Krupski,Vice President d 4 . 54375 Route 25
John M.Bredemeyer III P.O.Box 1179Southold,New York 11971
Michael J.Domino �_ ;' Telephone(631) 765-1892
Greg WilliamsQ Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 1849C Date: August 17,2021
THIS CERTIFIES that the.as-built 564%ft,seaward side deck with steps and 36sq ft spa- and
landward'386sq-Aciiyeied'pbrcli,with generator
At 2455.New Suffolk Avenue,Mattituck
Suffolk County Tag Map#1000-114-9-14.1
Conforms to.the application for a Trustees Permit heretofore filed in this
office Dated December 4,.2020 pursuant to which Trustees Administrative Permit#9794A
Dated January 20,2021,was issued and conforms to all
the requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is
for the as-built.564sq.ft.seaward side deck with steps and 36sq ft -spa-anti landward
396sq.ft covered pore-ii with_generator.
The certificate is issued to Dolores Kreitsek owner of the aforesaid
property.
Of
Authorized Signature
AUG 2 0 2021
DUD,DM G DEPT.
TMAIN OF 13eR?.i-7�
BUILDING DEPARTMENT-Electrical Inspector
71. . `
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
iG V3yT ,-D Telephone (631) 765-1802 - FAX (631) 765-9502
01
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: , ')
Company Name: At 0..m � l a-r-d e c -r1 c.J
Name: [A d
License No.: yQg S- -k.(5 email: Ycl,�a_cls �c ol. Gam,
Phone No:(931 6 qI 1'-11 [:Ri request an email copy of Certificate of Compliance
Address.: A q uu'6 u-t,, *J 1X13 1
JOB SITE INFORMATION (AIL Information Required)
Name: W1` 0,VVI .�'-2i +S0-1c
Address: ,?q SS 0Att.-� c� (� �v�-ev . a IrfikG4L
Cross Street: up-- ,
Phone No.: I L48'Q 93 U-q
Bldg.Permit#: i4 (0. 5 o 5- email: {ji l.1 rt r k(R +rvloZ
Tax Map District: 1000 Section:_ Block: ` Lot:
BRIEF.DESCRIPTION OF WORK (Please Print Clearly)
Check All That Apply: '
Is job ready for inspection?: EqYES ❑NO ❑Rough In ❑Final
Do you need a Temp Certificate?: ❑YES ❑NO Issued On
Temp Information: (AIL information required)
Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead
#Underground Laterals ❑1 ❑2 ❑H Frame[]Pole Work done on Service? ❑Y ❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
LJ 0
Electrical Inspection Form 2020.Asx
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
HH's
UC Lts
Fans Fridge HW
Exhaust " Oven Dryer
Smokes DW Service
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Mini
Special: t s p
Commentsv l�L
c
Suffolk Environmental Consulting, Inc.
Newman Village ® Suite E a 2310 Main Street PO Box 2003 o Bridgehampton NY 11932-2003
t 631.537.5160 m f 631.537.5291
Bruce Anderson,M.S.,President
HAND DELIVERED
May 5th,2021
Building Department
Town of Southold
P.O. Box 1179
Southold, NY
11971
RE: KREITSEK Property-Legalization of As-built Front and Rear Decks
Situate: 2455 New Suffolk Avenue •Mattituck, NY •11952
SCTM#: 1000- 114- 09 - 14.1
To whom it may concern,
This Firm represents the owners of the above referenced property,who are seeking to
secure an updated Certificate of Occupancy for the as-built street facing covered porch,
rear deck, generator, and spa thereon. Consequently,your Departments approval is
required. Enclosed herewith, please find the following application materials;
(1) Building Permit Application, (one [1] original);
(2) Survey of the subject property prepared by JOHN C. EHLERS, L.S. last dated
November 23rd 2020, (four [4] prints);
(3) Architectural Plans of the Front Covered Porch and Rear Deck,prepared by
RAYMOND NEMSCHICK, last dated March 1St 2021, (four [4] prints, signed and
stamped) and;
(4) Southold Town Board of Trustees Permit no. 9794A issued January 20th, 2021,
(one [1] copy).
Thank you for your time and consideration regarding this matter. Please feel free to
reach out to this Office at any time with any questions or concerns that you may have.
Yours Truly
Robert W. Anderson
(enc.)
C.c. W &D Kreitsek
Suffolk Environmental Consulting, Inc.
Newman Village ® Suite E - 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003
t 631.537.5160 f 631.537.5291
Bruce Anderson,M.S.,President
HAND DELIVERED 5CIEWR(�
g
Au ust 18, 2021 D
John Jarski, Senior Building Inspector AUC 2 0 2021
Southold Building Department
Town Hall Annex BTJt�T�ING DEFT.
54375 Rte. 25 TOWN OF SOIJTatCII.D
P.O. Box 1179
Southold, NY
11971
RE: KREITSEK Property-Architectural Certification Letter
Situate: 2455 New Suffolk Avenue • Mattituck, NY• 11952
SCTM#: 1000 - 114- 09 - 14.1
Dear Mr.Jarski,
As per your instruction during the last on-site meeting, attached herewith please find the
requested letter from Raymond Nemschick,A.I.A., certifying that the front covered porch
and the rear deck were built in compliance with Local, State, and Federal building codes.
Thank you for your time and consideration regarding this project. Should you have any
questions or concerns,please feel free to reach out to this Office at any time.
Yours truly,
Robert W.Anderson
(enc.)
William Kreitsek
P.O.Box 941•Mattituck,New York 11952
NAND DELIVERED
June 28,2021
Building Department
Town of Southold
P.O.Box 1179
Southold,NY
11971.
RE: KREITSEK Property-Attestation of Spa Installation
Situate: 2455 New Suffolk Avenue• Mattituck, NY:11952 - - — - - - -
SCTM#: 1000-114-09-14.1
To whom it may concern,
Please be advised that the existing spa, located within the subject parcel was installed in June of 2019.
Thank you for your time and consideration regarding my application.
Yours Truly,
William Kreitsek
SUR\/EY OF PROPERTY '� �
N
SITUATE: MArTTI TUCK
TOWN: SOUTHOLD ` 0
SUFFOLK COUNTY, NY o�°.
3
SURVEYED 11-18-2020, LOT GOVERA6E 11-23-2020 0r
SUFFOLK COUNTY TAX # �pt� 9 _ - cpf
1000-114-Q-14.1 ` •)
1 ' �
CHIRTEM TO:
W 'd' 6, �� TABLE OF AREAS
'� o
Total Area = 55,63q 5F
Adjacent Area = 4ci,61 15F
C', House $ Porch = 2,200 5F
Out buildings = 5005F
Driveway = 4,085 5F
Deck and 5tep5 = 564 5F
Total coverage area = -7,34q 5F
c �
LFai w0� �, Adjacent Area Coverage = 14.8 %
ou
OL CO a {C 0`��
o S
O,O,,
�` s; pa01
az
,
247.2 ' 574°o o p
a-166.000�� ai �� -4
4 I
,I ll
Ne 192.49, mr
® � � .
91 mfferized dteratton or Wdltlon to a owvey
7 50' O�_` G, C r �9 rtxp ban-Ing f Iicemad Im,wr 1,1 aeal b a
f 7 'A vlobtton of eecUon York w to Edvan 7,of the
New Tack State Eduealbn Law'
�� A� ` ''+(n °Only ceplee from the orlgNal of thb aimvey
S./•�/{' "✓ I� I mwked with an arigbal of LlIB
-VV tcmiped mal ehell be colrelderad too b 1,e—[1d—true
G
bat the
NOTES: F l' L ¶I Slat y Lode of �t�a f d ord Surveystery adopted
((//t t yy`t 4 elh.-ey waa prepwed m accordance with 0.—
NO-FES:
M t'J tt o New York State A—tatlon of RINeeslorol
','��� -'icy Land'�xveywe sale aartltlamtrne d,an rvn onlg
■ MONUMENT FOUND Z / pbeZ far=the awvay Ir�ed,
j� �I awt an hie batulf lothe tltla calrpmy Fa n
S� 5020�� � r to ariaigo d�
°CAnD su^ tlt Ii°ndrg ,it�ba' cFroa
addlWtlt.t,—
°
0PIPE FOUND
AREA = 53,63q SF OR 1.28 ACRES
JOHN C. EHLERS LAND SURVEYOR
I{ 6 EAST MAIN STREET N.Y.S.LIC.NO.50202
6RAPH1 G SGALE 1"=40' RWERHEAD,N.Y.11901 631-369-8288
REF.-C:\Usm\Yohn\Dmpbox\03\O3\03-207 2020 survey only FOR BS.pro
. I
APPROVED AS NOTED OCCUPANCY OR
USE IS UNLAWFUL
DATE: L29 B.P.# S°� UL
FE -I LE S-0 BY: - WITHOUT CERTIFICATE
NOTIFY BUILDING DEPARTMENJ AT OF OCCUPANCY
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH -'FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST Additional
BE COMPLETE FOR C.O. Certification
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEAMay Be Required.
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
In
COMPLY WITH ALL CODES OF
NEW YORK STATE &TOWN CODES
AS REQUIRED AND CONDITIONS OF
SOUTHOLD TOWN ZBA
SQUTHOLD TOWN PLANNING BOARD
SGUTHOLD TOWN TRUSTEES
N.Y.S.DEC
CLIMATIC AND GEOGRAPHIC DE516N CRITERIA OF THE TOWN OF SOUTHOLD
PER 2015 INTERNATIONAL RESIDENTIAL CODE TABLE 8301.2 (1)
SYMBOL DESCRIPTION SYMBOL P536RIFTION GENERAL NOTES GROUND WIND DE516N SEISMIC SUBJECT TO DAMAGE FROM
DESIGN WIND ICE BARRIER AIR MEAN
5NOW SPEED' TOPOGRAPHIC SPECIAL WIND WIND-BORNE a FR05T LINE DE516N UNDERLAYMENT FLOOD 9 FREEZING ANNUAL
1. ALL WORK 15 TO CONFORM TO THE RULES AND RE6ULAT/ON5 OF THE 7. CONTRACTOR SHALL SUBMIT CONCRETE MIX REPORT WITH LOAD (MPH) EFFECTS' REGION' DEBRIS ZONE'"GATE60RY' WEATHERING DEPTH b TERMITE TEMP° REQUIRED h HAZARDS INDEX ' TEMP �
LOCAL BUILD/N6 DEPARTMENT AND THE N.Y.5. RE5/0ENTIAL GON5TRUGTION COMPRESSION TEST RESULTS TO ENS!NEER FOR REVIEW PRIOR TO
5E6TION r�G- 5EE CODE. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CON510EREO 5TARTNG FOUNDATION CONSTRUCTION. SEE PLANS SEE PLANS SEE PLANS MODERATE TO
x ELEV�TION TSG- A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK/N 8. REPRESENTATIVE TEST GYLINDER5 SHALL BE TAKEN FROM THE CONCRETE 25 P5F 125 MPH G SEVERE 3 FT. SEE PLAN SEE PLANS SEE PLANS SEE PLANS SEE PLANS
PLACED EACH DAY IN ACCORDANCE WITH CONCRETE SPECIFICATIONS. EXAMINER EXAMINER EXAMINER NEAW EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER
X-X DWG. �5 NOTED X 5EE DWG. A5 NOTED ACCORDANCE W/TH ALL STATE AND/OR LOCAL CODES. TESTING SHALL BE PERFORMED AT I AND 28 DAYS.
2. OMIT 9. ALL MESH SHALL BE SPLICED 50 THAT THE OVERLAP BETWEEN OUTERMOST
3. OMIT GRO55 WIRES OF EACH SHEET 15 NOT LE55 THAN THE 5PAGING OF THE MINIMUM UNIFORMLY 015MBUTED LIVE LOADS FASTENING 5GHEDULE
4. OMIT GROSS WIRES PLUS TWO INCHES, UNLE55 OTHERWISE 5HOHN ON THE PER 2015 INTERNATIONAL RE51DENTIAL CODE TABLE 8301.5 PER 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(1)
5. CONTRACTOR TO EFFECT AND MAINTAIN IN5URANGE, LE. CONTRA6TOR5 DRAWING.
FIN/5H TAG- 5EE FIN/5H LIABILITY,WORKMAN5 COMPEN5ATION, COMPLETED OPERATION5, ETC. 10. ALL FOUNDATIONS SHALL BE CAST ON UNDISTURBED OR CONTROLLED ISM 11 D NIG I EMENTS NUMBER ENDR� LOCATION AND
x TAO- 5EE DWG. x-x LEGEND CEILING FIN. ADEQUATE FOR THE PURP05E5 OF THI5 PROJECT AND FURN15H PROOF OF COMPACTED 501E HAVING A MINIUM BEARING CAPACITY OF TWO E TONS USE LIVE LOAD
X-x A5 NOTED 5AME TO THE OWNER PRIOR TO COMMENCING WITH WORK. FLOOR
LEGEND 6. EACH 50BCONTR4CTOR 5HALL SUBMIT A COPY OF HI5 /N50RAN6E PER SQUARE FOOT UNLESS OTHERHI5E NOTED(SUBJEGT TO FIELD 4-8d box
INSPECTION AND VERIFICATION BY CONTRACTOR). EXTERIOR BALCONIES (00 P5F (2)V x 0.113")•or
COVERAGE(WORKMAN5 COMPENSATION LIABILITY 0/5ABILITY) TO 3-8d common
/L MAXIMUM STEP OF FOOTING5 SHALL BE ONE VERTICALLY TO TWO DECKS (2,11V x 0.131")•or
PLUMBING THE OWNER PRIOR TO GOMMENG/N6 WORK. EACH SUBCONTRACTOR 5HALL HORIZONTALLY WHERE ELEVATIONS CHANGE. 40 PSF 2l Joist to sill,top (plate or girder 3-I0d box Toe Nall
SUBMIT LIEN RELEASES PR/OR TO REQUEST/N6 FINAL PAYMENT. (3" x 0.128");or
- aEVA T/ONA66E550RIE5 TA6- 7 CONTRACTOR 5HALL AT ALL T/ME5 PROCEED WITH WORK A5 TO MINIMIZE I2• ALL RETAINING HALLS SHALL BE ADEQUATELY BRACED DURING 571'r-x0.131" nal s
X-X 5EE AGGE550RIE5 THE OWNER5 INCONVENIENCE, AND 5HALL DO 50 IN A WORKMAN-L/KE CONSTRUCTION TO MAINTAIN SAFETY AND STABILITY. BAGKFILLIN6 SHALL PA55ENOER VEHICLE GARAGE5 50 P5F 8d box 2 " x 0.113" 4" toe nail
BENCHMARK NOT BE PERMITTED UNTIL CONCRETE HAS ACHIEVED qO% OF THE SPECIFIED8d common
MANNER. Rlm Joist,band�catst or blocking (2 " x 0.131")•or
LEGEND 8. ALL 5ALV46EABLE MATER/AL5 AND EQUIPMENT INCLUDING F/XTURE5, DESIGN 5TRENGrH. ATTICS WITHOUT STORAGE 10 P517 22 to sill or top plate (roof lod box 6" toe nail
FURN/5H/N65 AND DECOR ITEMS 5HALL BE STORED AND PROTECTED FROM
13. ALL CONCRETE SHALL ATTAIN A MINIUM 5TREN(5TH OF 3,000 P51 ® 28 applications also) (3" x 0.128");or
EXTERIOR FINISH TA6- DAMAGE UNTIL THE OWNER DETERM/NE5 THE COURSE OF ACTION TO BE DAYS. FOUNDATION,5LAB5 ON GRADE AND GONGRETE EXP05ED TO ATTICS WITH LIMITED STORAGE 20 P5F - x o.l I Halls
ROOM ROOM NUMBER X 5EE EXT. M,4TERl�L TAKEN WITH 5A ME. HEATHER SHALL BE AIR ENTRAINED. (28d bo 113")•or
XXX
TA q. PROTECT AND MAINTAIN EX/5T/N6 UTILITY LINE5 WHICH ARE TO /4. ALL CONCRETE REINFORGIN6 STEEL SHALL BE IN AGGORDANGE WITH ASTM ROOMS OTHER THAN SLEEPING ROOMS 2-8d common
D LEGEND/sl rE J 4O PCJF 23 I" x 6" subFloor oar less to each Joist (2 " x 0.131")•or pace Nall
REMAIN IN 5ERV/GE IN 5UGH A MANNER A5 TO AVOID INTERRUPTION OF A-615 GRADE 60 DEFORMED BARS. 3-10d box
THE5E LINE5. UNLE55 OTHERWl5E NOTED, ALL EX/5T/N6 UT/LIT/E5 5HALL BE l5. WELDED WIRE ME5H 5HALL BE IN ACCORDANCE WITH A5TM A-185. 2 staples,x DI";or
2crown 16
ALTERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE /6. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN SLEEPING ROOMS 30 P5F o., 1 9/4" long
GOVERNMENTAL AUTHORITIES AND UTILITY GOMPAN/E5 HAV/N6 XR15016TION ONE OPERATION. CONSTRUCTION JOINTS SUCH AS A DAYS POUR JOINTS 3-16d box
DOOR TA6- PROPOSED ILLS 50 A5 TO 6UARANTEE A COMPLETE IN5TALLATION. SHALL BE LOCATED IN THE MIDDLE OF THE SPAN,MAIN REINFORCING TO STAIRS 40 P5F 24 2" subf loor to Joist or girder 2 Ibd common or Blind and
56HEDULE REFER TO FLOOR A CONTRACTOR 5HALL PROTECT, PATCH AND REPAIR ALL EX/5T/NG WORK RUN THROUGH THE JOINT, KEY AND RO'J6HEN JO!NT5 TO EXP05E (3 " x'0.162") ' face Hall
O DOOM? SGHD. PLANS FOR 51ZE ADJACENT TO H/5 WORK, OR DAMAGED A5 A RESULT OF H/5 WORK. AGGREGATE FOR CHEMICAL BOND. GUARDRAILS AND HANDRAILS 200 P5F 2" planks (plank d beam- 3-Ibd box At each
WHERE EX15T/N5 MATER/AL5 ARE TO BE MATCHED, CARE/5 TO BE /7. NO HORIZONTAL JOINTS SHALL BE PLACED IN HALL5 EXCEPT AS SHOWN ON 25 floor 4 floor) (3 x 0.135) or bearing,face
common
TAKEN IN BLEWIN6 COLORS AND REPLICA TIN&ADJACENT FORM5 AND THE DRAWINGS, WITHOUT THE APPROVAL OF THE ENGINEER. (32-16d" x 0.162) Hall g
CONTOUP.5. l8. MAXIMUM LENGTHS OF FOUNDATION HALL POUR IN ONE OPERATION SHALL 3-Ibd common
PROP05E9DOOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS (5,V2" x 0.162"
WINDOW TAG- REFER TO FLOOR l2. BEFORE 5UBM1TTING ANY PROP05AL, IT 5HALL BE THE RESPONSIBILITY BE NO MORE THAN TWO CONSECUTIVE COLUMN DIM. OR 60 FEET. PER 2015 INTERNATIONAL RE51DENTIAL CODE TABLE R3OI.7 4-10d box
5GHEDULE OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EXISTING /q. CONCRETE CONTRACTOR TO BE RESPONSIBLE FOR 5ETTIN6 ALL ANCHOR 1 26 Band or Rim Joist to Joist (3 x 0.125");or
X PLAN5 AND 5GHED. BOLTS AND LEVELING PLATES. I' U 4-3 x 14 gl nal s End Nail
� GONDITlONS, MATER/ALS TO BE MATCHED,WORK/N6 SPACE AVA/CABLE, STRUCTURAL MEMBER ALLOWABLE -3 x 4 go. stapes,
DOOF. 56HD. FOR 51ZE 5AFETY PRE5AUTION5,ETC. REQUIRED FOR THE 5AFE AND EXPE9ITIOU5 20. PROVIDE CONTINUOUS 2x6 TREATED SILL PLATE OVER TERMITE SHIELD DEFLECTION X6" crown
EXECUTION OF THI5 GON77ZAGT. FAILURE TO DO 50 WILL NOT BE L = SPAN LENGTH H = SPAN HEIGHT god common Naileacha er
TIED INTO FOUNDATION HAH 5 WITH 5/8" ANCHOR BOLTS 3'-O" o.c. (1'-O" (4" x of mon or as follows: 32"
GAUSS FOR EXTRA COSTS TO THE OWNER OR OWNERS REPRESENTATIVE5. MAX. FROM ALL GORNER5) WITH 10" min EMBEDMENT. PROVIDE SILL RAFTERS HAYING SLOPES GREATER THAN as if top and
PROPOSED CONTACT THE ARCHITECT IMMEDIATELY IF FIELD CONDITIONS ARE SEALER AND GROUT SILL PLATE TO HALL. 3:12 WITH FINISHED CEILING NOT ATTACHED bottom and
FOUND TO BE OTHER THAN TH05E SHOWN HEREON PRIOR TO PROGEEVIN6 L/ISO staggered
xx REV15ION TA6 FIXTURE5 FOR 2l. FLOOR 5LAB5 ON GRADE TO BE 4 POURED CONCRETE WITH 6x6/1.4X1.4 TO RAFTERS lod box oc. ace
FUTURE W/TH WORK AFFECTED BY 5A ME. 6A. HIRE REINFORGIN6 AND STEEL TROWEL FIN15H. PROVIDE 1/2" (3" x 0.128');or nail at top and
/3. CONTRACTOR 5HALL VERIFY ALL D/MEN5/ON5 PRIOR TO PREMOULDED EXPANSION JOINTING AT FLOOR SLAB AND FOUNDATION x o. I nails bottom
FABR/GAT/ON. " INTERIOR WALLS AND PARTITIONS H/150 �' I 'l Fla yers'� and beams,2 tech staggered on
WALL. PROVIDE 2 (R-10 min.) RIGID INSULATION 2-0 EACH WAY (FOR y opposite sides
14. 0156REPANG/E5, ERROR5, OM/55/ON5, ETC., IN ANY PORTION OF THE HEATED 5PAGE5). And=
COMBO CARBON MONOXIDE DRAWINGS WH/GH ARE AT VARIANCE W/TH THE LAW ORD/NANGE5, RULES FLOORS L136O 2-20d common
SMOKE DETECTOR 22. ALL 5LA55 ON GRADE SHALL HAVE THIGKENI%5 DEPRESSIONS (4" x o.W2'9;or pace nail at
SMOKE DETECTOR 5HALL BE OR RE611LATION5, BEAR/N6 ON THE CONDUCT OF THE WORK 5HALL BE OPENINGS, ETC., AS REQUIRED OR AS 5HOHN HEREIN OR ON I 3-I0d box ends and at
HAR,9HIRED TO CENTRAL O 5HALL BE HARDWIRED REPORTED PROMPTLY TO THE ARCH17ECT. ARGH!TEGTURAL DRAHN65. GEILIN65 WITH BRITTLE FINI5HE5 (5" x 0.128');or each splice
TO GENTRfiL SYSTEM /5. /F COND/TION5 ENCOUNTERED DUR/N6 CON5TRUGTION DIFFER _ �,/j60 - x 0.13-17 Halls
SYSTEM GJ/TH BATTERY box
W/TH BATTERY BACKUP FROM WHAT 15 5HOHN ON DR4WIN65, THE ENO/NEER 5HALL BE 23 MINIMUMIBEAR NOT ON HALLS FOR BEOR AMS: 4"FOR 5LAB5, 8"EAM5 AW 4FOR BEAMS, (INCLUDING PLASTER AND STUCCO) (316'x 0.135");or
BACKUP NOTIFIED IMMEDIATFLYANDWORK 5HALL NOT PROORE55 UNTIL U.o.N. CEILINGS, WITH FLEXIBLE FIN15HF-5 Ledger strip supporting outs or 3-16d common At each otst
ALL PROBLEMS ARE RE50LVE9 TO THE SATISFACTION OF THE 24. TOP ELEVATION OF SLABS SHALL VARY AGGORDING TO FINISH FLOOR L/240 28 e p pp g 4 ° x 0.162") J
(I NGLUD i N6 GYPSUM BOARD) rafters 4-IOd box or rafter
ENGINEER. MATERIAL. SEE ARCHITECTURAL DRAWINGS. (3" x 0.128');or face nail
l6. ALL 5VBC0NTRA6T0R5 5HALL BE RE5PON5/BLE FOR FILING AND 25. IN ANY APPROVED CONSTRUCTION JOINT, PROVIDE 2"X 4" KEY MIN. AND 24 ALL OTHER 5TRUCTURAL N EMBERS L/240 ! 2-10d box Hats Each end
OBTAINING APPROVAL5 FOR THEIR WORK WHICH MAY BE REQUIRED. BAR DIAMETER LAP (16" MIN) OF REINFORCING EXCEPT FOR SLA55 ON 2a Bridging to Joist
i (3" x 0.128");or. toe Hall
l7. ALL 5U96ONTRA6TOR5 5HALL PROVIDE ALL EQUIPMENT TOOL5, FENCES, GRADE. EXTERIOR WALLS- WIND LOADS WITH
TRAN5PORTATION, 5AFE6UAR95,ETC., A5 REQUIRED FOR THE PROPER 26. SLAB ON GRADE SHALL BE POURED IN STRIPS. CONSTRUCTION OR CONTROL PLASTER OR STUCCO FINISH L/360
�� 1ST D i�i� l�I A1C S EXECUTION OF THEIR WORK JOINTS SHALL HAVE A MAXIMUM SPAGING OF 30'•0" IN EITHER DIRECTION.
l8. ANY DEV/ATION5 FROM THE ARGHI7EGT5 DRAW/N65 W5T BE 5VBMITTE12 MAXIMUM AREA OF POUR SHALL BE 2100 50. FT. EXTERIOR WALLS- WIND /.GADS WITH
To THE ARCHITECT INWR/T/N6 FOR APPROVAL. 27. ALL HALL AND PIER FOOTINGS SHALL BE MINIMUM 12" THICK AND PROJECT OTHER BRITTLE FINISHES L/240
Iq. EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR 6 MINIUM BEYOND ALL FACES OF HALL5 AND PIERS UNLE55 OTHERHI5E
MAINTAINING SAFETY ON THE JOB 51TE DURING THE CONSTRUCTION NOTED. i
C3-/ - NOTES, LBOEW $ COPE COMPLIANCE PHASE TO COMPLY WITH THE RE6ULATION5 AND REQUIREMENTS OF THE 28. GROUT USED SHALL BE NON-FERROU5 NON-SHRINK GROUT BY IN-PAKT AND EXTERIOR WALLS- WIND �0AD5 WITH L/120
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. TH15 SHALL SHALL ATTAIN A STRENGTH OF 4,000 P5I 1N 7 DAYS. FLEXIBLE FIN15HE5
A-I - PL.OT PLAN INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING ALL NECESSARY 2q, ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H CONCRETE
2 - BXI5TINO GONSTRJGT/ON PLAN5 TEMPORARY SUPPORTS AND BRAGIN6 AS MAY BE REQUIRED PRIOR TO REINFORCEMENT AS MANUFACTURED BY FIBERVIE514 GO. OR APPROVED ALL OTHER STRUCTURAL MEMBERS L/600
THE THE INSTALLATION OF NEW STRUCTURAL ELEMENTS, A5 HELL A5 EQUAL. MIXING AND PLACEMENT SHALL BE IN ACCORDANCE TO
ADEQUATE AND PROPER BARRICADES,RAILINGS, LIGHTING, STAIRS, ETC. MANUFACTURER'S SPECIFICATIONS.
REQUIRED TO PROTECT THE WORKMAN, OWNER'S PER50NNEL AND
OTHERS FROM INJURY DUE TO CONSTRUCTION WORK. PROVIDE FREE WOOD
AND SAFE PA55A6E FOR PERSONS TO AND FROM AREAS AND I. ALL LUMBER SHALL BE DOUGLA.5 FIR LARCH NO. 2,FB = 875 PSI, FV = q5
FACILITIES HHIGH ARE TO REMAIN. PSI, E = I,bOO000 P51, MAXIMUM MOISTURE CONTENT < 11%. BU I L.D I NO PLAN REVIEW NOTE:
20. F/6URE9 D/MEN5/ON5 5HALL GOVERN 5MALL 56ALE DRAW/N65 WHERE 2. ALL STUD LUMBER SHALL BE DOUGLAS FIR LARGH STUD GRADE, FB = 675 THE TOWN OF 50077)OLD BUILDING PLANS EXAMINER 5HALL REVIEW THE ENGL05ED DOCUMENT FOR MIN/MUM
D/MEN5/ON5 ARE E5TABL/5HED BY GOND/TIONS. IFEX/5T/N6, EACH PSI, FV = q5 PSI, E = 1,400,000 PSI, MAXIMUM MOISTURE CONTENT < Iq%. ACCEPTABLE PLAN 50BM/TIAL REQS FB' fENT5 of THE TOWN OF SOUTHOLD A5 SPECIFIED IN THE BUILD/N6
CONTRACTOR 5HALL MEA50RE EX15T/N6 CONDITIONS PRIOR TO ORDERING 3. ALL HOOD CONSTRUCTION SHALL COMPLY WITH THE NATIONAL DE516N AND/OR RE51DENTIAL CODE OF THE •TATE OF NEW YORK THI5 REVIEW DOE5 NOT 6UARANTEf COMPLIANCE
MATER/AL5 AND COMMENG/NG WITH WORK. SPECIFICATION FOR HOOD CONSTRUCTION, LATEST EDITION. WITH THAT CODE. THE 5EAL AND 516NATTJRE OF THE DF5/6N PROFE55IONAL H45 BEEN INTERPRETED A5 AN
2/. GENERAL CONTRACTOR AND H/5 505 ARE RE5PON5/BLE FOR ALL LAY- 4. ALL HOOD EXPOSED TO HEATHER SHALL BE AGO TREATED IN ATTE5TATION THAT, TO THE BE5T OF THE 06EN5EE5 BELIEF AND INFORMATION, THE WORK/N THI5
CYT WORK, INGLUD/N6 5PEG/F/ED LAY-OUT DRAW/N55 A5 REQUIRED. ACCORDANCE WITH AFPA STANDARDS. DOCUMENT-
6ENER4L CONTRACTOR 5HALL COORDINATE RESPECTIVE 5UBCONTRACTOR5 ,5, ALL HOOD CONNECTORS SHALL BE BY "51MPSON" "TECO", OR
50 A5 NOT TO CAU5E UNDUE HAR05HIP,DELAY AND INTERFERENCE WITH APPROVED EQUAL. - 15 ACCURATE,
CONDI/CT OR WORK 6. MEMBERS DE516NATED AS "6AN,=7 LAM" OR "L/MINATED VFNEFR LUMBER" - CONFORM5 WITH 60VERN/N6 CCDE5 APPLICABLE AT THE TIME OF 5UBM/55/0N,
22. CONTRACTOR TO REMOVE ALL DEBRI5 CREATED BY THI5 WORK FROM I'HE OR "LVL" SHALL BE MANUFACTURED IN AGGORDANGE WITH 5PEGIFIGATION5 - CONFORM5 WITH REA50NABLE e,TANDAR25 OF PRACTICE AND WITH VIEW TO THE 5AFE6UAR91N6 OF
SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BA515 OR BY LOUISIANA PACIFIC CORP. NO SUBSTITUTES SHALL BE PERMITTED LIFE, HEALTH, PROPERTY AND w+ELIC WELFARE,
SOONER IF CONDITIONS WARRANT. WITHOUT THE ENGINEERS APPROVAL. DES16N 5TRE55E5 ARE AS FOLLOH5: - 15 THE RE5PON5IBILIT`K OF THE L1GEN5EE.
23. AT THE COMPLETION OF WORK, THE 51TE IS TO BE CLEARED OF ALL FB = 2,g5OP51, FV= 21OP51, E = 2p00.000P51
DEBRI5 AND EXGE55 MATERIALS. THE FACILITY 15 TO BE LEFT BROOM 7. THE ARCHITECT SHALL PROVIDE GA1.6ULATION5 TO THE CONTRACTOR FOR
GLEANED AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION VERIFICATION OF LOADS AND BEAM 51ZE5 WITH MFR.PRIOR TO ORDERING
OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. AND MANUFACTURE. NOTIFY ARCHITECT OF ANY D!56REPANGIE5, IN WRITING,
24. THE ARCHITECT HAS NOT BEEN RETAINED FOR ADMINISTRATION OF THE SHOULD THERE BE A PROBLEM.
CONSTRUCTION OF THI5 PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GOORDINATIN6 ALL NOTE:
25. CONTRACTORS SHALL COOPERATE WITH ALL OTHER TRADES AND HHERE REQUIRED INSPECTIONS OF THE ROUGH AND FINAL FRAMING
REQUIRED INSTALL ALL BUILT-IN WORK,SLEEVES, IN5ERT5, ETC., AS 9. THE CONTRACTOR SHALL INCORPORATE ALL REQUIRED STRAPS, ANGLE5, THE OUTIE5 OF THE AR6,HI7EGT AND,`V5 EMPLOYEE5 OR A6ENT5 5HALL TERM/NATE WITH THE COMPLETION
REQUIRED FOR A COMPLETE JOB. TIES, SUPPORTS, ETC. AS MAY BE REQUIRED FOR PROTECTION OF STRUCTURE AND DELIVERY OF WORK/N6 29RAWiNG5. THE ARCHITECT 15 NOT RE5PON5/BLE FOR 5UPE-RV/5/ON OF
26. SEE N.Y.5. BUILDING GON5TRUGTION CODE MANUAL FOR REQUIRED WOOD FROM FORGES OF NATURE. THI5 INCLUDES: ROOF TO ROOF;ROOF TO HALLS; CON5TRUGTION OF THE PROJECT, NOR DOE5 THE ARCHITECT HAVE AUTHORITY TO ACT ON BEHALF OF THE
FRAME NAILING SCHEDULE. HALLS TO HALLS AND HALLS TO FOUNDATION.. THESE FA5TENER5 /TIES OWNER OR THE CONTRACTOR UNLE55 NOTED OTHERW/5E IN WRITINC,.
SHALL BE AS MFRV BY 51MP50N OR APPROVED EQUAL.
CONCRETE /O. ALL FASTENERS FOR PRE55ORE TREATED LUMBER TO BE HOT GALVANIZED.
I. ALL CONCRETE HORK SHALL CONFORM WITH THE REQUIREMENTS OF THE THE ARCHITECT 5HALL NOT BE RE5PON5/BLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY
AMERICAN CONCRETE INSTITUTE A.G.I. 318 LATEST EDITION. 5VB-CONTRACTOR OR ANY OF THE CONTRACTOR5 OR 5U5i-GON7RA6T0R5 EMPLO71EE5 OR A6ENT5, OR ANY
2. CONCRETE CONTRACTOR TO SET AND PLACE FORMS WITH STRICT OTHER PERSONS PERFORM/N6 ANY OF THE WORK.
ATTENTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVATIONS.
3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST
v i. t
A.G.I. 5PEGIFIGATION.
` , ? 4. ALL TEMPERATURE REINFORGING SHALL BE SUFFICIENTLY EMBEDDED TO
h/1Y 1 3 ?_021 DEVELOP FULL STRENGTH IN ALL CONCRETE HALLS AND SLABS.
5. PROVIDE ADEQUATE TIES FOR ALL STEEL REINFORCED IN SLABS, BEAMS, SEAL: REVISIONS/SUBMISSION DRAWING TITLE:
PIERS, AND HALLS, REINFORCED TO BE HELD AT CORRECT D15TANGE FROM
FORMS AND EARTH BY STEEL GHAIR5 OR TIES. f - DATE: DESCRIPTION:
6. FOLLOW G.R.5.1. RULES FOR PLAGIN6 ALL REINFORGING STEEL AND J\ 4/12/21 ISSUED FOR PERMIT
ACCESSORIES. >a� COVER,/�IEET
CAD FILE NAME:
NEMSCHICK SILVERMAN ARCHITECTS V PROJECT TITLE: -�- - DATE: NSA PROJECT #:
".. .the business of ARCHITECTURE." KROTJ'LK R�JIPnCL 05/01/2021 21-2192
•JUFFOLK A
2455 VE
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I MATTITUCK, /IY 11952 SCALE: DRAWING NO.:
JIL
160 MAIN STREET, SUITE 200 _._._._.._..._......_......._._.__.__... __..._._..____... _ _---.._..__-
.. _.
I
SAYVILLE, NEW YORK 11782 DISTRICT. SECTION: BLOCK: LOT: DRAWN BY: Cj_ I
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRIGHT 2018 NEMSCHICK SILVERMAN ARCHITECTS P.C. - - - - EL
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AREA CALGULATION5
EX15TINO: PROP05ED: TOTAL:
LOT 51ZE: 54,482 5F. - 54,482 5F.
o Q r �0• RE5IDENGE (FOOTPRINT): I,l88 5F. 1,788 5F.
0P/6 "30
ccs pOrne FRONT COVERED PORCH: 284 5F. - 284 5F.
se REAR DECK $ 5TEP5: 550 5F. - 550 5F.
crete DETACHED GARAGE: 451 5F. 451 5F.
ga _rage .
�
792. 4- 91� Cin20.
�-ff ZONING ANAL Y5/5 (R-40)
o /
�'qo REQUIRED: EX15TINO: PROP05ED:
5 ' 9 j MIN. FRONT YARD: 50 FT. Q6 FT. NO CHANGE
3O MIN. REAR YARD: 50 FT. a2 FT. NO GHAN
O w GE
MIN. 51DE YARD:
59 . IS FT. 58 FT. NO GRANGE
4- 8 MIN. COMBINED 51DE YARD: 55 FT. 126 FT. NO CHANGE
/I vet� , MAX. LOT GOVERAGE: 20% 5.6% NO CHANGE
OT I=LAN Qe
SEAL: REVISIONS/SUBMISSION DRAWING TITLE:
DATE: DESCRIPTION:
cif4/12/21 ISSUED FOR PERMIT
PLOT PLAN
�.. CAD FILE NAME:
.uz�E:as ��;•
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SILVERMAN ARCHITECTS KREITJEKR� IPIYICE 05/01/2021 21-2192
". . .the business of ARCHITECTURE." m1iu V� _
_....... _._............... _... . ... .. ._...--- _ ......... _.... -._. .._._..._..---.._
— -- — 1 SCALE: DRAWING NO.:
MATTITUCK, /iY 11952
_..._..... --_.__.._._....._..--- _. _...... ----........... ---- --- _ _ A/j' TOWN
160 MAIN STREET, SUITE 200 ___.._ _............___.._..._____..
SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT' DRAWN BY: A- 1
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com - - - - EL
® COPYRIGHT 2018 NEMSCHICK SILVERMAN ARCHITECTS P.C.
24'-9 3116"
1T--6 //B" 7=3"
EXISTING 42"H16hRAILING H/TH
EX/5T/NO 42"H/GH RAIL/NG H/TH — EX15T. 2x8 PT HD. J015T5 0/6"O.G. (TYP.
BALUSTERS AT 4 O.G. (TYP. V I.F
BALU5TER5 AT 4"O.G. (TYR VLF) VI.F)
EXISTING DECKING TO REMAIN EXIST. PT. HD. BLOCKlN(Z11 F)
EXIST. 2x6 PT ND.J015 T5
91610.6. (TYP. VLF
EX/5T/NG HOT TUB EX15T. (2)2x10 PT ND. BEAM(V LFA y EXIST. TURNED 2x4 P.T. HD
RUNNER(VLF)
EX15T. 4X4 P.T. P05 AT
DECK FOOTINGS(7)P V.I.F) EX/5T. 2x/O P.T. HD. BEAM(VLF)
EXIST. 2x8 PT ND. i_EDGER(TYP. V.1.F) EX/5T. 4x4 P.T. HD PG'ST l.F
N )
I
EX15TING STAIR TO REMAIN. R®B To 14
EX15T. 36"MIN.DEE'P.C. FOOTING(TYP. V.LF) - (VI F)
EX/5T/N6 57EP5 ON
_ R®8"MAX 3 __
3
T@ 14 (VF)
RFA
ZEX15TINO IRL�E6,X-C- 5567101\1
DECKING
SCALE: 318" _ l'-O"
I
EX15T/N6 42"HIGH RA/LING H/TH BALU5TER5 AT 4"0.6. (7YP. V.(D
I.F)
REAR L;�56� �O5 TRIC TIO 1P�A
I
5GALE: 318" _ l'--O" ITL7=0"
EX15T.
- - - - - - - - - � � � � Iz FRONT PORCH
4 I I I I I I I I EX/5T.
EX15TIN9 DECK ABOVE — — — — — — I I I I I I I I PORCH ABOVE
•e' � I
(1
Q
EXIST. 8"DIA. STRUCTURAL w� EXIST. HD. GJ. N ~
FIBERGLASS COLUMNS I (TYP VLF)
(rrP VLF) Z �
EX/5TING HOT TUB ABOVE �• w w I w W I I I ( I EX15T. P.T. HD. JOd5T5
(TYP V I.F)
I :. o I II II I
4X15TIN57pp
DECKING J
I 2i I I ° I o w
N N 2 2 1 1 1 1 2
• � w � k I � I w I � I wII EXIST. HD.
•.� .a EX15T/N5,P.T. 2X6 I I EX/5TING P.T. 2X5 I I I I I 4
a 16"0.C. (TYP. V.LF) ® I6"O.G. (TYP. V.LF, I I I z I I (TYP. V.I.F) ti
EXIST. HD GJ. EX15T. HR LEDGER
3 I (TM.. VLF) AB. 611.F)
�-2 �4-2 o I
i I EXIST. 36 MIN.
•'• I I I I I I I I DEEP P.G. FOOTING
� V/.F) �
` � �a
°•• ( I I I EX15T. STEP ABOVE I k k
I � I I I I I I w w I w
• q I I I I!Q�
� A50\1E EXIST. BEAM AB NLF) I EXIST. P.T. HD. BEAM(VLF)
• ° I I I I 411 1 II I I - - _EXIST STFP _
- - - - -
° „
EX15T. 36 MIN. DEEP P.G.
~ ~ ~ ~ I ~ I I — EX/5T. ROOF OVERHANG AB. T/O/\/
FOOTING(TYP. - VLF) / / / / /6=l0 //l6" 7=4 7/l6" uI =8 7/f'61" I w I I I r4 RO1 � TFORCH COl �'5 TR C Al ON7
SCALE.• 3/8" _ l'-O" SCALE: 3/8" _ 1'-O"
LL
IP l
o
— — — — — — — — — - - -
— — SEAL: REVISIONS/SUBMISSION 1 DRAWING TITLE:
EX/5T. 36"MIN. DEEP P.G. FG'OT/N6(TYP. V.I.F) EXISTING DECK ABODE
DATE: DESCRIPTION:
4/12/21 ISSUED FOR PERMIT
r.XI/7I/iG CO/YTRUCTIO/i PLAN,/•
A/V
NAME:
k SCALE.- 316" = P-0"
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SILVERMAN ARCHITECTS KREITJIlKRUIDENCE
05/01/2021 21-2192
the business of ARCHITECTURE."
_._.. _ - - - - - - - ------ tl— V� S CALE. —MATTTUCK, NY 11952 DRAWING NO..
160 MAIN STREET SUITE 200 _..__...__......._.._......_..__.____..__..... --...__...._.__.. _...-.............. - - ___._._._.._._. .
�JJmOW/1
Y SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-2
Phone : 631 563 2130 Fax : 631 563 2139 WWW.nS-aCCh.COn1 ® COPYRIGHT 2018 NEMSCHICK SILVERMAN ARCHITECTS P.C. - - - - EL