HomeMy WebLinkAbout34197-Z FfoL fr' Town of Southold Annex 2/14/2011
aG, 54375 Main Road
' Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 34829 Date: 2/8/2011
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 4705 NASSAU POINT RD CUTCHOGUE,
SCTM#: 473889 Sec/Block/Lot: 111.-9-9
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
10/2/2008 pursuant to which Building Permit No. 34197 dated 10/2/2008
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:
ACCESSORY GARAGE WITH HALF BATH AS APPLIED FOR PER ZBA#6082, DATED I 1/01/07.
The certificate is issued to Sachman, Stephen& Quardrani,Alexia
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0034 11/22/10
ELECTRICAL CERTIFICATE NO. 12368 10/4/10
PLUMBERS CERTIFICATION DATED 1015110 MATTITUCK PLUMBING
4
Auth ed Signature
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 34197 Z Date OCTOBER 2, 2008
Permission is hereby granted to:
STEPHEN N SACHMAN
NEW YORK,NY
for
CONSTRUCTION OF AN ACCESSORY GARAGE WITH HALF BATH AS APPLIED FOR
PER SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL
at premises located at 4705 NASSAU POINT RD CUTCHOGUE
County Tax Map No. 473889 Section 111 Block 0009 Lot No. 009
pursuant to application dated OCTOBER 2, 2008 and approved by the
Building Inspector to expire on APRI ' ,
Fee $ 188 . 20
Au orized ignature
ORIGINAL
Rev. 5/8/02
EC UE
Form No.6 D
TOWN OF SOUTHOLD
BUILDING DEPARTMENT F E B - 7 2011
TOWN HALL
BLDG.DEPT.
APPL-ICAT-ION FOR,CERTIFICATE OF OCCUP TOWN OF SOuTHOLD'
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal($-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building-
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features. .
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building_ - $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: • I f /kph
House No. Street . Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Block by) Lot
Subdivision :�L4.1 q� — G t Q Filed Map. Lot:
Permit No. 3 5 o� J r p n D too Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 00 1
`I Y
WLoplitantlignature
FROM :Boeckman Construction FAX NO. :6312985319 Feb.04 2011 12:00PM P2
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4ONcMinghan,Drive.W:UelslEmd,NY111953
Telephone:631 495$136 - Fax*631 990 64!51, - WASH:SBEEGS@gmaii.com
CERTIFICATE .QF ELECTRICAL COMPLIANCE
Applicant: 3114 SAGE ELECTRIC,INC. CerWicate No., 12368
Rough in inspection Date, Feb 28, 2010 I-ins! Inspection Date: Oct 04, 2010
Applicat on NO.: 12363 80ding Permit No.:
r"q!
County Tsu Map No.:
This Certificate!of Electri.-al Compliance is limited to the inspection and compliance of electrical equipment aX/or
work clewylbed below, Installed by the applicant named above,located at the premise of and not after the final
Inspnetion date above:
Owner: STAEPEW SACHMAN )k
Site Location., SACHMAN,4705 NASSAU PT.RD,CUTCHOGUE,MY I1935
Owner's Address (if different),
Residential F!-L Indoor UtGasament Service El St tad
Commercial OtAdoor 1,i First Roor Pool I-lotlub
.:New Uerond Floor Renovation L.j Aft Garage
I Addition Survey -3111er; pool&2 story garag
INVENTORY
AinGle Phoee 2009 Heat 983-p Djp*ic Rcq9 is or*ng r1mum I WD Fixtures
Thruq Pt-Ps: Alt waW 9WC GFC1 RW94 4 ViA.'ris 3
Wn Panel I AG Coed Uroe Recpt Recessed F=--e 24 W_-Rived
Sub lr ref AC Bicocr Rersilt Rscpt FWArdausal 1 81fluke CC Combo
Transformer ApplarrAs aror Re W. EffergeoWl r4o cloc% I-Pac FG
Owxrmect 2UO2 swithes -!6 rust Lcict Uit F NtLras PUWqX
OFC1 Breaf®r Hmt P AV E!cCAIC Hcat pzpnl I tyrdrith- Elt-01145k Fan
Other EW:rM6%VZCCP UM.RjRX1f%(f ZZINICe.0C41 W.non rQ9i cow rMfor i.
017,
...The electrical work and/or equipment described above were insperbPell and appear to be in carnpillarce
with local, state and national electrical code requirements and thls oM. ce.
AppIcant: JIM SAGE ELECTRIC,INC.
LICense No.:
Anspected8y. RegarRIchen Date Of Clartificate: Oct 06,2010
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.r. Hall, 53095.Main Road Oy Fax (631) 765 95r::
P:O Box 1179
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�'<��� York 11971•0959 • �(
BUILDING"DEPARTMENT
a TOWN OF SOUTHOLD
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B-OV-SOPj'OUZHOLD CERTIFICATION
tpWu OF
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Date:�O
Building Permit No,
Owner: 12rfAaL 't-->Ac j4bd"
(Please,pp nt)
Plumber. U : vvw r n
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of I %
lead.
/.I/-J-Jz- j
M Mn- 5 ers Signature)
Sworn to before me this<0
iav 01 ev 2Q
DENISE KING
Notary Public, State of New York
Registration #01K16041757
Qualified in Suffolk County
My Commission Expires May 15,2
Notary Public; County
�l c� 7 DOE SOUL
coulm
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
SPECTION
lvj FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
s
REMARKS:
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A--e
100,
DATE ® /07- INSPECTO
OF SO(/T�o�
3 � 1 7 7
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING XFINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE INSPECTOR
Date: June 14, 2010 Nemschick Silverman Architects P.c.
. . . the business of ARCHITECTURE."
Southold Town Building Department
Southold, New York
Project Reference:
The 5achman Accesory Structure
4705 Nassau Point Rd. (1 1 1 .09.09)
Cutchogue, NY
11935
To Whom It May Concern,
I hereby certify to the Department of Buildings of the Town of Southold that I have
inspected the above location; I have 5upervi5ed the preparation of the building plans as
per State Education Laws; and I have determined to the best of my professional
knowledge and belief that the footings and foundations; strapping; Structural framing
were installed in conformity, with the filed building plans, the New York Building Code,
and generally approved construction practices.
Ray Nemschick, AIA
Nemschick Silverman Architects P.c.
SID qcy
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T�OF NE?�i y JUL 8 2MO Jul
BLDG.DEPT.
TOWN OF SOUTHOLD
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FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(IST) ! r
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FOUNDATION (2ND) �
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STATE ENERGY CODE
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TOWN OF SOUTH(-LD BUILDING PERMIT APPLICATION CHECKLIST
BUILDINO DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health R10-08-0034 approved
SOUTHOLD,NY 11971 4 sets of Building Plans ✓
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey ✓
www. northfork.net/Southold/ PERMIT NO. 1 g Check ✓
Septic Form
N.Y.S.D.E.C.
Trustees
Examined 101 20 �y O �i� Contact:_ Ray Nemschick
Approved o'� ,20 f U ' Mail to: 430 Green Way
Disapproved a/c SAP 252008 Cutchogue, NY 11935
Phone: 631-734-7007
Expiration ,20 N F !iTNOLo
n n ctor
APPLICATION FOR BUILDING PERMIT
Date September 24 32008
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
C. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter, a new permit shall be required.
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,or 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 for necessary inspections.
(Signature of applicant or name,if a corporation)
430 Green Way Cutchogue, NY 11935
(Mailing address of applicant)
State whether applicant is owner; lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Architect
Name of owner of premises Steve Sachman
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be.done:
4705 Nassau Point Road Cutchogue, NY 11935
House Number Street Hamlet
County Tax Map No. 1000 Section 111 Block 09 Lot 09
Subdivision Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: . ;
a. Existing use and occupancy 2 Car Garage
b. Intended use and occupancy 2 Car Garage & Storage
3. Nature of work(check which applicable): New�Building ✓ Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee s
(To be paid on filing this application)
5. If dwelling, number of dwelling units N/A. Number of dwelling units on each floor N/A
If garage, number of cars 2
6. If business, commercial or mixed occupancy, s' e666 nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 27.3' Rear 27.3' Depth 21.8'
Height +/- 14' Number of Stories 1
Dimensions of same structure with alterations or additions: Front 0- demolish Rear 0
Depth 0 Height 0 Number of Stories 0
8. Dimensions of entire new construction: Front 30.5' Rear 30.5' Depth 24.5'
Height 19.9' Number of Stories 2
9. Size of lot: Front 101.02' Rear 100:15' Depth 360.32'
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R-40
12. Does proposed construction violate any zoning law, ordinance or regulation?YES ✓ NO
s
13. Will lot be re-graded?YES NO ✓ Will excess fill be removed from premises?YES ✓ NO
14.Names of Owner of premises Steve Sachman Address 4705 Nassau Point Rd. Phone No.
Name of Architect Nemschick Silverman Architects Address 430 Green Way phone No 631-734-7007
Name of Contractor Address u c ogue, Iq y I 1935 phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
'SS:
COUNTY OF Suffolk )
Ray Nemshick 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 application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn tq before me this -
day of
otary P c i nature of Applicant
LAWRENCE E.SILVERMAN
Notary Public,State of New York
Reg. No.4977025
Qualified in Nassau County /
Commission Expires January 22,
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: December 4, 2009
TO: Stephen N. Sachman &Alexia Quardrani
CIO Nemschick, Silverman Architects, PC
430 Green Way
Cutchogue, NY 11935
Please take notice that your application dated December 1, 2009:
For permit for alterations to accessory garage at:
Location of property: 4705 Nassau Point Rd., Cutchogue NY 11935
County Tax Map No. 1000 - Section 111 Block 9 Lot 9
Is returned herewith and disapproved on the following grounds:
The alterations in the accessory garage are a deviation from a ZBA Grant Alternative Relief dated
7/12/07 hearing number 6040• which stated; "the accessory garage building shall remain unheated
and without interior plumbing and no habitability or sleeping is authorized by this variance
determination."And a ZBA Grant dated November 1 2007 hearing number 6082 which states;
"No habitability or sleeping is authorized under this variance determination" and per plans
provided by Nemschick Silverman Architects,PC last revised 8/21/01 which show no interior
plumbing and unheated storage.
Amended plans show a cabana and half bath which is an allowable use
Authorized Signature
Note to Applicant: Any change or deviation to the above referenced application,may
require further review by the Southold Town Building Department.
CC: file,Z.B.A
`v
APPEALS BOARD MEMBERS O� soar Mailing Address:
James Dinizio,Jr.,Chairman �� yp Southold Town Hall
�� l4 53095 Main Road•P.O. Box 1179
Gerard P. Goehringert Southold,NY 1 1 97 1-0959
Ruth D.Oliva Office Location:
Michael A. Simon A�y� Town Annex/First Floor,North Fork Bank
Leslie Kanes Weisman I�C�Ulm,@1 54375 Main Road(at Youngs Avenue)
Southold,NY 11971
http://.southoldtown.northfork.net
RECEDED
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLDR-�
Tel.(631)765-1809•Fax(631)765-9064 NOV 1 5 2007
� Q,T
FINDINGS, DELIBERATIONS, AND DETERMINATIOPuthold Town Clerk
MEETING OF NOVEMBER 1, 2007
ZBA FILE## 6082 - STEVE SACHMAN
PROPERTY LOCATION: 4705 Nassau Point Road, Cutchogue CTM 111-9-9
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under
consideration in this application and determines that this review falls under the Type II category of
the State's List of Actions, without further review under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: The Suffolk County Department of Planning in its
reply dated June 11, 2007 states that this application is considered a matter for local determination as
there appears to be no significant county-wide or inter-community impact under Suffolk County
Administrative Code Sections A 14-14 to 23.
LWRP CODE CHAPTER 268 EXEMPTION: The jurisdiction of the Zoning Board of Appeals in this.
application is limited to construction proposed beyond the 100 ft. setback from the-existing bulkhead,
and this application, therefore, is not subject to Chapter 268 as a minor action under ,the list of
exemptions.
PROPERTY FACTS/DESCRIPTION: The applicant's 35,043 square foot nonconforming parcel is
located in an R-40 Low-Density Residential Zone District with 101.02 along Nassau Point Road and
360.32 feet along an unimproved right-of-way referred to on Map A of Nassau Point as Carpenter
Road. The property is a waterfront parcel with frontage along the high water mark of Little Peconic
Bay and is improved with a single-family dwelling and one-story accessory garage as shown on survey
prepared by Joseph A. Ingegno dated July 13, 1998.
BASIS OF APPLICATION: This is an Appeal based on the August 21, 2007 Notice of Disapproval
issued by the Building Inspector concerning a building permit application and amended plans to build
a new accessory garage at 20 feet in height and with a setback of 6.5 feet from the side lot line. The
reasons stated in the Notice of Disapproval are that an accessory garage on a 35,043 square foot
parcel in an R-40 Zone is not permitted under Section 280-15, and in the case of a waterfront parcel,
accessory structures may be located in the front yard,,provided that such buildings and structures
meet the front yard principal setback requirements as set forth by this code, and the side yard setback
requirements for accessory buildings in Section B above. On lots between 20,000 and 39,999 square
s
Y
Page 2—November 1, 2007
ZBA No.6082—Steve Sachman
CTM 111-9.9
feet, for an accessory building measuring up to 20 feet in height, the required side yard setback is 15
feet.
RELIEF REQUESTED: The applicant proposes to construct a new 750 square foot accessory garage
at 19' 111/ " high with a setback at 6.5 feet from the westerly property line in a non-conforming side
yard as described in a plot plan and set of architectural drawings (CS-1, PP1, A-1, A-2, A-3) provided
by Nemschick Silverman Architects F.C. dated July 5, 2007, revised 8/21/07.
ADDITIONAL INFORMATION: On July 12, 2007 the Board of Appeals issued a determination
concerning alternative relief for a proposed accessory garage that would bring the building into
greater conformity with the code requirements based upon plans provided by Nemschick Silverman
Architects P.C. dated June 4, 2007 under ZBA File No. 5302. The conditions for relief included: 1.
The accessory garage be no greater in size than the code permitted 750 square feet; 2. The accessory
garage shall remain unheated and without interior plumbing; 3. The balcony is denied and the
dormers shall meet code requirements; 4. The garage shall have a minimum side yard setback of 6.5
feet; and 5. No habitability or sleeping is authorized by the variance determination. The applicant's
Architect has completed the required revisions and submitted a new set of plans to the Building
Department with an application for a building permit. At that time, the Building Inspector
determined that the proposed height (20 feet) was not in conformance with the code-required
maximum height, necessitating the current application requesting a variance from the Board of
Appeals.
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
1. Town Law U67-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the
character of the neighborhood or a detriment to nearby properties. The proposed height is only 1 ft.
11% inches more than the 18 ft. maximum height permitted by code and will not be visible to
neighbors or the street.
2. Town Law U67-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,
feasible for the applicant to pursue, other than an area variance because the roof pitches and interior
clearance for second floor storage would be compromised.
3. Town Law g267-b(3)(,b)(3). The variance granted herein is not substantial.
4. Town Law §267-b(3)(b)(5). The difficulty has been self-created.
5. Town Law 267-b 3 4 . No evidence has been submitted to suggest that a variance in this
residential community will have an adverse impact on the physical or environmental conditions in the
neighborhood.
Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to
enjoy the benefit of an accessory garage, while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
.a h
Page 3—November 1, 2007
ZBA No.6082—Steve Sachman
CTM 111.9-9
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing
test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by
Member Goehringer, and duly carried, to
GRANT the variance as applied for, as shown on the plot plan (PP1) and set of architectural
drawings (Al, A2, A3) provided by Nemschick Silverman Architects P.C. dated July 5, 2007,
revised 8121/07, subject to the following Condition: No habitability or sleeping is authorized under
this variance determination.
That this condition be written into the Building Inspector's Certificate of Occupancy, when issued.
Any deviation from the variance given such as extensions, or demolitions which are not shown on the
applicant's diagrams or survey site maps, are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current or
future use, setback or other feature of the subject property that may violate the Zoning Code, other
than such uses, setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an
alteration that does not increase the degree of nonconformity.
Vote of the Board: Ayes: Members Dinizio (Chairman), Oliva, Goehringer, Simon, and Weisman. This
Resolution was duly adopted (5-0).
J es Dinizio Jr., C irman 11/ (Y /2007
Approved for Filing
RECEIVED
�7=5�c�
N, OV 1 5nLOU,
Southold Town Clerk
Office Location: so Mailing Address:
Town Annex/First Floor;Capital One Bank .1� 53095 Main Road
54375 Main Road(at Youngs Avenue) P.O.Box 1179
Southold,NY 11971 • �Q Southold,NY 11971-0959
Courm,��'
http://southoldtown.northfork.net C IVED
D BOARD OF APPEALS
TOWN OF SOUTHOLD M 1 4 2010
JUN 2 2 2010 Tel. 31)765-1809 Fax(631)765-9064 �f
BLDG.DEPT. %othofd Vowel erk
- - TOWN OF SOUTHOLV'DINGS, DELIBERATIONS AND DETERMINATION `
MEETING OF MAY 6, 2010
ZBA FILE:-#6366
NAME OF APPLICANT: Stephen N.Sachman and Alexia Quardrani SCTM#:1000-111-9-9
PROPERTY LOCATION: .4705 Nassau Point Rd., (adj. to Little Peconic Bay) Cutchogue, NY
SEQRA DETERMINATION: The Zoning Board,of Appeals has visited the property under consideration
in this application and determines that this review falls under the Type II category of the State's List of
Actions, without further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the
Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of
Planning issued its reply dated January 20, 2010 stating that this application is considered a matter for
local determination as there appears to be no significant county-wide or inter-community impact.
PROPERTY FACTS/DESCRIPTION: The parcel is a 35,043 sq. ft non-conforming lot located-in the R-
40 Low Density Residential Zone District. The parcel has 101.02' along Nassau Pt. Rd. and 360:32'
along an unimproved ROW, referred to on Map A of Nassau Pt. as Carpenter Rd., with frontage on the
Little Peconic Bay along the high water mark of 100.15 feet and along the southerly property line of
340.54 feet. The Parcel is improved with a single-family dwelling and an accessory garage as shown on
a.survey dated 6/4/2008 by Nathan Taft Corwin, III, Land Surveyor.
BASIS OF APPLICATION: Request for Variances from ZBA Grant#6040 dated 7/12/07 and ZBA Grant
#6082 dated November 1, 2007; based on'an application for building permit and the Build ing'lnspector's
December 4, 2009 Notice'-of Disapproval concerning proposed cabana and half bath in an accessory
garage which is.a.deviation from prior ZBA variance #6040, at 4705 Nassau Point.Rd:, (adj. Little
Peconic Bay) Cutchogue, NY.'CTM#111-9-9.
RELIEF REQUESTED: The applicant has constructed a two-story, one car garage with a proposed half
bath and changing area on the first floor, with a finished second floor, which is a deviation to prior
variances (#6040 and#6082) which granted a two car garage without interior plumbing, heat, habitability
or-sleeping space. The agent for the applicant is requesting relief from the two prior grants to allow
-Iiterior plumbing for the proposed half bathroom on the first floor.
AMENDED APPLICATION: During the hearing, the agent presented an updated Plot Plan labeled PP-1
dated April 12, 2010 by Nemschick Silverman Architects, showing a conforming in-ground swimming
pool in the front yard.
Page 2—May 6,2010
ZBA File#6366—Stephen N.Sachman and Alexia Quardrani
CTM: 1000-111-9-9
ADDITIONAL INFORMATION: This Board has not granted any accessory garages with habitable uses,
such as sleeping quarters, permanent heating or air condition systems. It is noted that upon inspection
of the accessory garage, the structure had been completely finished according to the newly proposed
floor plan on the amended application, with the exception of plumbing waste and water lines. All floors
and areas were completely sheet-rocked, spackled, and painted. An outdoor shower had been
constructed at the front entry to the proposed cabana/pool portion of the as built accessory garage that
does not appear on the surrey or plot plan provided in the amended application.
At the public hearing on April 22, it was noted that the applicant proposed both interior plumbing and
heat. The applicant indicated that the request for heating was in error and that he would submit a letter
so stating to correct his application. An amended application sheet removing the request for heat was
received in the ZBA office on April 27, 2010: Additionally, on May 1, 2010,the ZBA office received a
letter from the agent, for the applicant, stating there will be NO HEAT and the structure will be used
seasonally only. Also provided by the agent is a landscape and drainage plan, addressing all the
concerns of runoff, dated 3/3/10, prepared by Nemschick Silverman Architects.
A letter dated April 3, 2010 was received in the ZBA office on April 16,2010 from the applicant's
neighbor, Mrs. Joan Kubec, stating concerns about the runoff and erosion along the public pedestrian
R.O.W. (Carpenter's Road) that leads to Little Peconic Bay, and to her own'property, caused by the
applicant's re-contouring of his land and the construction of a new 42 foot long, very tall retaining wall
erected by the applicant in the area of the accessory garage/cabana/pool structure and in ground
swimming pool along his property line which abuts-the R.O.W
FINDINGS OF FACT/ REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on April 22, 2010, at which time
written and oral evidence were presented. Based upon all testimony, documentation, personal
inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
On the basis of testimony presented, materials submitted and personal inspections, the Board makes
the following findings:
Town Law §267-b(3)(b)(1). Grant of alternative relief will not produce an undesirable change in the
character of the neighborhood or a detriment to nearby properties. Specific uses not granted by prior
decisions of this Board, can be appealed by requesting further relief. A half bath in an accessory
structure is a permitted use deemed by code to have no adverse impact on the character of the
neighborhood. The proposed half bath and seasonal cabana/pool use are typical amenities associated
with swimming pools in the neighborhood
Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,
feasible for the applicant to pursue, other than an area variance because the proposed half bath and
cabana/pool house use are a deviation from a previous decision by the ZBA to disallow interior
plumbing.
Town Law §267-b(3)(b)(3). The variance requested is not substantial. A half bath and seasonal
cabana/pool use are both permitted uses in an accessory structure by Town code.
Town Law 4267-b(3)(b)(4). The proposed request submitted by the agent for the applicant in this
residential community will have an adverse impact on the physical or environmental conditions in the
neighborhood with regard to storm water runoff which will be mitigated by conditions imposed in this
decision. .
Town Law §267-b(3)(b)(5). The difficulty has been self-created, since the applicant could have applied
for a half bath with changing room and one car garage at the time of the previous decision, or done so
Page 3—May 6,2010
ZBA File#6366—Stephen N.Sachman and Alexia Quardrani
CTM:1000-111-9-9
prior to receiving a stop work order by the Building Department for deviating from the conditions imposed
in the prior variance#6040.
Town Law 4267-b. Grant of the relief requested is the minimum action necessary and adequate to
enable the applicant to enjoy the benefit of an accessory garage with a half bath and changing area
used in conjunction with the in-ground swimming pool while preserving and protecting the-character of
the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test
under New York Town Law 267-B, motion was offered by Member Geohringer, seconded by Member
Dinizio and duly carried, to
GRANT THE RELIEF as applied for as shown on the plot plan dated April 12, 2010'by drawing no. PP-1
and on the architectural drawings by Nemschick Silverman Architects,: dated .Dec. 16, 2009 and
numbered CS-1, PP-1, A-1, A-2, and A-3, and the Landscape Plan drawing No. SK-1R.5, dated 3/3/10 .
by Nemschick Silverman Architects.
CONDITIONS:
1. This-decision is subject to receipt by the ZBA office prior to building permit approval for interior
Plumbing of a.) an updated survey and/or plot plan by a licensed surveyor or architect, showing the
as built outdoor shower and any.and all other as built improvements, and b.) a drainage plan for on
site containment within drywelis of all storm water runoff from the accessory garage cabana/pool
structure, retaining wall, and swimming pool backwash.
2. Allow the seasonal cabana/pool building use as proposed in this non-habitable accessory garage
structure, with under-counter refrigerator but no kitchen/cooking facilities (i.e stove or sink) are
permitted
3. Reaffirm decision #6040, "the accessory garage building shall remain unheated, no habitability or
sleeping is authorized".
4. Allow interior plumbing for a half bath on the first floor only.
5. No HVAC or additional plumbing is permitted in any portion of this structure.
6. The grant of the cabana/pool building use-is on a seasonal basis only, from May of each year to
October of the same year.
7. A fence must be installed around the pool and retaining walls, for safety purposes, as mandated
by NYS Law and Town code
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
Before applyin9;for a building permit, the applicant or agent must submit to the Board of Appeals for
approval and filing, two sets of the final site plan, conforming to the relief granted herein. The ZBA will
forward one set of approved, stamped drawings to the Building Department. Failure to follow this
procedure may result in the delay or denial of a building. permit, and may require a new application and
public hearing before the Zoning Board of Appeals.
This action does not authorize or condone any current or future use, setback or other feature of the
subject property that may violate the Zoning Code, other than such uses, setbacks and other features as
are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration
that does not increase the degree of nonconformity.
Page 4—May 6,2010
ZBA File#6366—Stephen N.Sachman and Alexia Quardrani
CTM: 1000-111-9-9
Vote of the Board: Ayes: Members Weisman (Chairperson), Geohringer, Dinizio.
Absent was: Members Schneider, Horning. This Resolution was duly adopted (3-0).
' r
Leslie Kanes Weisman, Chairperson
Approved for filing 5-/1f /2010 RECEIVED
�- 9 , 35
MAY 4 2010
Q
Southold Town Cler.&.. .
dos� � Town of Southold
,� Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FOAM
of X° PROPERTY LOCI clot S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
STORM-WATER, GRADING,DRAINAGE AND EROSION CONTROL PLAR
District action 61ock Ldt CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK,
— 4
Item�rnber. (NOTE: A Check Mark(.j)for each Question is Required for a Complete Application) Yes No
Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? El(This item will include all run-off created by site clearing and/or construction activities as well as all Site
Improvements and the permanent creation of impervious surfaces.)
2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? ElThis Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow!
3 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural ❑
Existing Grade Involving more than 260 Cubic Yards of Material within any Parcel?
4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Ei
�/�
Five Thousand(5,000)Square Feel of Ground Surface? j�
tj Is there a Natural Water Course Running through the Site? ❑ �
Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Welland or Beach?
6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15) feel of Vertical Rise to F-1
One Hundred (100')of Horizontal Distance?
.7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off F-1
into and/or in the direction of a Town right-of-way? Q
8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of F-1
any Item Within(lie Town Right-of-Way or Road Shoulder Area?
(This item will NOT include the Installation of Driveway Aprons.)
9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? El
NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading,
Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit!
----------------------------------------------------
EXEMPTION; Yes No
Does this project meet the minimum standards for classification as an Agricultural Project?
Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required!
--- -------------------------------------------------
STATE Or NEW YORK, ���p
CO NTY OF
.. ..f.0"'1. , ..'I`............. SS
That I, ....... .. beuig duly sworn,deposes and says that he/she is die applicant for Permit,
(Name of individual signingDocument)
Andthat lie/she is die ` 1 ' .itr"g/r. ......................................................................................................................................
(Owner,Contractor,Agent,Corporate Officer,etc.)
Owner and/or representative of die Owner of Owner's,and is duly authorized to perforni 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 knowledge and belief;and
that die work",ill be perforned in die manner set forth in the application filed herewith.
Sworn to before nie this; �
................. ... ., a f....& 200.0/
Notary Public: .. ............................................:.........VtCt�ITUTH................ �*;�P�11.n
Notary Public State of New York t)
FORM - 06/07 Qualified in Suffolk Coun
Commission Expires July 28,2 Z/
t�A
f 'SOWN OF SOUTHOLD WROPERTY RECORD CAR®
L'
OWNER STREET . VILLAGE DISTRICT I SUB. -- LOT "
,hen
all ;`� G�f i /YaJ,T c� / d! � G�4� �G �C � o � :a e. !Ya tJ' i� >"0 �� f��✓!��' d��.
FORMER,OWNER N E ACREAGE
S W TYPE OF BUILDING
es
RES. SEAS. VL. FARM comm. I [ND. I CB. I MISC. -
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LAND IMP. TOTAL DATE REMARKS 7:
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Farm Acre Value Per Acre Value
Tillable 1
Tillable 2le
Tillable, 3
Woodland
Swampland
Brush.land.
House Plot
Total
77,
�� ■■■■ !i■i�■■01®■■■®■C �■
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Ils
Extension Interior Finish
,.Extensfon Fire Place Heat
7 3 J� P Attic
Porch Rooms Ist Floor
Garage Driveway
R
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER; STREET VILLAGE DIST. SUB. LOT
S
ACR. REMARKS
TYPE OF BLD.
PROP. CLASS
LAND IMP. TOTAL DATE
FRONTAGE ON WATER TILLABLE
FRONTAGE ON ROAD WOODLAND
DEPTH MEADOWLAND
BULKHEAD -HOUSE/LOT
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0
Town Hall Annex Telephone(631)765-1802
54375 Main Road y yc Fax(631)765-9502
P.O.Box 1179 G �O
Southold,NY 11971-0959 �Q
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
October 12, 2010
Stephen N Sachman
1111 Park Avenue, Apt 12D
New York, NY 10128
RE: 4705 Nassau Point Road, Cutchogue
TO WHOM IT MAY CONCERN:
The following items are needed to complete your Certificate of Occupancy:
Application of Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
�i A fee of $50.00.
Final Health Department approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board approval.
Final Fire Inspection from Fire Marshal.
Final Inspection from the Building Dept.
Final Landmark Preservation approval.
Building Permit: 34197-Z accessory garage
DWELLING I
CARPENTER ROAD
(WAWNG RIGHT OF WAY) 360.32'
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IXISTINC CONTOURR LINES ARE SHOWN THUS,
-
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- B.B. - BOTTOM OF BULKHEAD Yd p��7���
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REVIEWED BY ZB B.W. _ BOTTOM OF WALL
aLK: 0i SURVEY OF APR 14 2010
SEE DECISION #�e�C-P LOr LOT i ZONF, R-s,�, AMENDED MAP
A OF
DATED / - I� ZBA FINAL MAP LOT AREA: ��;.,� NAssau POINT BOARD ®F APPEALS
FILE No. 156 FILED AUGUST 16, 1922
SEE D I N #f LOT GOVERA6E..w_--__. s525' cfr rn� SITUATED AT -/],/ /_
��_ ' NASSAU POINT
Cv✓COY
A1075 i TOWN OF SOUTHOLD SEAL
qqqq FLOT PLAN l5BA5 ON -MR Y FFErIR:^.7BY SUFFOLK COUNTY, NEW YORK DATE DESCRIPTOR
/ FL-0 T FL-AA/
� MB4X /M5E61� LANO SIRv[YOF{PA) S.C. TAX No. 1000-111-09-09 07/04/07 RrV 1
/ �\�l DfLH•P.822B,N9B SCALE 1"=20' 07/OS/07 REV2 �
JULY 13, 1998 8/21/07 5ZA
DECEMBER 28, 1998 ADDED TOPOGRAPHY
AUGUST 28,2002 UPDATE SURVEY&ADDED PROPOSED POOL&PATIO 8/08/08 REVSED PER OW/irR
SG�E_ /N= 30��11 IWC WIV LH gOTR,w L7 B45W ON y,�y� DECEMBER 30, 2002 UPDATE SURVEY&ADDED TOPOGRAPHY 08/10/08 rOR r1UMG
.KJr '!!A.l){SEGNVLAND 9R1'EYOR DAT®.L[Y 5,1498. AUGUST 12, 2003 REVISED PROPOSED POOL
SEPTEMBER 4, 2003 POOL STAKEOUT PLAN 7/50/09 jfUr.D FOR 151D
JUNE 4, 2008 UPDATE SURVEY 10/22/09 REV S Q
AREA = 35,043.34 sq. ft. 11/24/09 FOR FILViG
•• mom — (TO ME LINES)0.804 Co.. 5W 12/16/09 Z6A r1LI/iG1 W9S6,,HCH481'HAFLr4 PE LArlOV / 04/12/10 Af--GUILT PP-1 FOR ZbA A
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Nemschick Silverman Architects --r -- - - -- - PROPOJTPPLUMPMG
[AA GARAGF SCAAPRP_122010 DPAwN; 06-1281
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430 Green Way,Cutchogue,New York 11935 J ` r- - 1 / 1 �� 2 _ .H ,G�j1 I _- � `_ -_ '"
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6UPRE550GYPARI5 AROUND POOL. -- '�--
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DRYvYELL TO COLLECT \�--'_+- - � ,� , ,���� �\ V` `�\ \ .
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0 i SEE.DECISION # &V-0 6 FESTJGA GLAUG,�4
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A MR OF27' , \���\\ ,\ I5T4W 6ARA6E �� '`� �s. a n --- - `a \` - S.C. TAX No. 1000-111-09-09 LOT AREA: 35p435F
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DECEMBER 28, 1998 ADDED TOPOGRAPHY
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DECEMBER 30, 2002 UPDATE SURVEY & ADDED TOPOGRAPHY
FGt:Y \ � ___�_ a 'A6e sTms CJ A(JTE.'
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AMENDED MAP A OF EL. 67.2'
D'
NASSAU POINT DARK BROWN LOAM OL
0.5'
FILE No. 156 FILED AUGUST 16, 1922 BROWN SILTY SAND SM
SI T UA TED A T 4'
NASSAU POINT °
TOWN OF SOUTHOLD
SUFFOLK COUNTY NEW YORK °
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S.C. TAX No. 1000- 1 1 1 —09-09 a
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JULY 13, 1998
°
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AUGUST 28, 2002 UPDATE SURVEY & ADDED PROPOSED POOL & PATIO
DECEMBER 30, 2002 UPDATE SURVEY & ADDED TOPOGRAPHY
AUGUST 12, 2003 REVISED PROPOSED POOL
SEPTEMBER 4, 2003 POOL STAKEOUT PLAN ,
JUNE 4, 2008 UPDATE SURVEY 360,32
OCTOBER 7, 2009 STAKE GARAGE & POOL
OCTOBER 18, 2009 GARAGE FOUNDATION LOCATION
AREA = 35,043.34 sq. ft.
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G fn WOOD RAIL pWELUN WATER EDUCATION LAW.
USES pUB110 COPIES OF THIS SURVEY MAP NOT BEARING
r d THE LAND SURVEYOR'S INKED SEAL OR
CERTIFIED TO: EMBOSSED SEAL SHALL NOT BE CONSIDERED
�0 e.,' TO BE A VALID TRUE COPY.
\N CHICAGO TITLE INSURANCE COMPANY OF NEW YORK
�� ° Z �� " CERTIFICATIONS INDICATED HEREON SHALL RUN
6e TITLE NO 9808-01 690 ONLY TO THE PERSON FOR WHOM THE SURVEY
e S 7g�3 .THE DIME SAVINGS BANK OF NEW YORK, FSBTITLE IS PREPARED, AND ON HIS BEHALF TO THE
d° STEPHEN N. SACHMAN LENDING^INSTITUTIONELISTEDTAL HEREON,AGENCY AND
D
To THE ASSIGNEES OF THE INSTI-
ALEXIA QUADRANI TUTION. CERTIFICATIONS ARE NOTDING TRANSFERABLE.
a. NOTES:
° 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS: THE AND/OREXISTENCE
XIS EN E OF RIGHTS
RECORD,OFWA F
°° EXISTING CONTOUR LINES ARE SHOWN THUS: ANY, NOT SHOWN ARE NOT GUARANTEED.
d a
° d
- FIRST FLOOR
GARAGE FLOOR
- TOP OF BULKHEAD BOTTOM OF BULKHEAD PREPARED IN ACCORDANCE WITH THE MINIMUM
° -
TOP OF WALL STANDARDS FOR TITLE SURVEYS AS ESTABLISHED- BOTTOM OF WALL BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Nath, ■an T of t Corwin FOR SUCH USE BY THE NEW YORK STAT
TITLE ASSOCIATION. ' - OF NEjV,'"
Land Surveyor
! ' _ Title Surveys — Subdivisions — Site Plans — Construction Layout
A.
wRA _ PHONE (631)727-2090 Fax (631)727-1727
^✓`'FO 0467 r * OFFICES LOCATED AT MAILING ADDRESS
LAND Sv` 322 Roanoke Avenue P.O. Box 1931
'NV_YS.LiC"No. 50467 Riverhead, New York 11901 Riverhead, New York 1 1901-0965
98-384J
NOTE.
FILL OPEN AREAS IN\
EX15TlNG ARBORVITAE ---V \
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1 RN-OFFHAMRDOD ---- \\ rn
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o POOL y 1 � O Bloc I � ODoA IS °a nz \\ \� \ \ \ \ IIIII I I I I I I I I I I I I an y
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t�J
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Ul o =j N\ \\ \\ EX/5T/M5 I C 2 J9. f LOT 29 O
A �\• P \e�c .yc�RO/ �\�\y\ y- � \\\ \ W�O �BR i BRICK 25
TORYF RA¢FffL2R 2I O IE9 i iP D4V.6E'N 1zu,mN,csxss Towmao o�`----/-- -_---._----�-+-�i-
/STIIi4'HIH HOUSE 56- I\7I1 1I•I f I/
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10 -010 eO np0a. Po 0.6' 4.0 58——--
� \ .-auo T.
0 ` CO _Om PING
i O 1
1 �cT .$ r � coNc.g CONcO P
_ . WA
FENCE STONE INp\ I
ING WALL
N 0.4'E \TP
F BUSHES ul
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/ I IIIII I I I I I I I I I
/ WOOD RAIL FENCE \ FENCE CRAIN UNK CE FENCE WOOD STOCKADAF'ENCE `W.l C N K FEN
\ ,.DS 0.6S \, 'VS FENCE It I I I I I I I I I
64 n°1iOON9 pNjp IN.tOapAjAN pmOWiANOm gANO mm AN O
bbb S 78°36'20" W \\�8 °s N101F, 340.54'
1 FELIM SAMAAN
1� JUDITH SAMAAN LOT 30 1.E'EEYVAOT�DARE VAA FENCED ME TDN.4V.DUS 929 DATUM
DWELLING
EIGSTNO CONTOUR LINES ME SHOWN IRIS:USES PUBLIC WATER _----_5---——-
F.FL - FIRST FLOOR
G.FL- GARAGE FLOOR
51TE IWORMATION T.B. - TOP OF BULKHEAD
B.B. - BOTTOM OF BULKHEAD
T.W. - TOP OF WALL
D/STR/GT
B.W. - BOTTOM OF WALL
rcen
SEC: ui
gam: oy SURVEY OF
LOT oa LOT 29
ZONE: R-40 AMENDED MAP A OF
LOT AREA: M,043SF NASSAU POINT
FILE No. 156 FILED AUGUST 16, 1922
LOT COVERAGE 35 a-,w oR 10s SITUATED AT
NASSAU POINT
New TOWN OF SOUTHOLD SEAL
#� ,{ FLOMANIS 4SWOrA Y FRgp�gY SUFFOLK COUNTY, NEW YORK DATE DESC18110tt
J T- �L / 120,lggJ LAW VEYo1;DA7® S.C. TAX No. 1000-1 1 1-09-09 ARE �1 R 07/04/07 REV 1�
/ / �\,( SCALE 1"=20' � C
JULY 13, 1998 \� 8/21/07 REV2
DECEMBER 28. 1998 ADDED TOPOGRAPHY `SC'S, Cr 821/07 6ZA
_ rr _ r rr Nom AUGUST 28. 2002 UPDATE SURVEY&ADDED PROPOSED POOL&PATIO Q- Q� (� 8/08/08 REVS PER OWALR
SG.4LE - l - 30-O DECEMBER 30, 2002 UPDATE SURVEY &ADDED TOPOGRAPHY a
PFOT02HXN5I5 F2LAWW5B45®A7W JLYf17d1 AUGUST 12, 2003 REVISED PROPOSED POOL 08/10/OS rORnUAG
JD.SffII A AISEE�LMD 51RI�E7't'.14 DA1�.l(Y D,144B. }�
SEPTEMBER 4, 2003 POOL STAKEOUT PLAN ti .� 'v.
7/30/09 yJUED FOR 01D
JUNE 4, 2008 UPDATE SURVEY 10/22/09 REV 3 Q
AREA = 35,043.34 sq. it.
1y7� (m TIE LINES)0.804 Do. N o2, ii' Q� 11/24/09 FOR ruAG
aJ �� �O 12/16/09 Z15A NUIG
OF N Ir� 0411MO AJ-GUILT PP-1 FOR ZE5A
05/18/10 Z15A GRAPIT W/GO/01TIO/1,/zs
Nemschick Silverman Architects ROE TI IelnG GE TITLE:
DATE NSA FROECT.
•...the business oIARCHDECTURE
010 06-1281
y�)f -- ---� �_ 470511AJJAU POUIT ROA SCALE DRAWNG No:
430 Green Way,Cutchogue,New York 11935 J-r/.�\ /�lR.1.11 V_II r/�\ .�//-1`I�l/ V U C W !,/ GUTCMOGUr-AY 11955
Phone:631-734-7007 FBx:631-734-7347
AJ/10TED PP-1
1-1ttp://www_ns-arcF1_com DISTRICT: 2CTION BLOCK LOT: DRAWN BY:
°EaIWaR too Ieoou asaa°I xcnECD vc 1000 111 09 09 JC
SURVEY OF
LOT 29r � � L
AMENDED MAP A OF --
NAS SAU POINT
FILE No. 156 FILED AUGUST 16, 1922
SITUATE
DEPI
NAS SAU POINT TOWNLOF SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000- 1 1 1 —09-09
SCALE 1 "=20'
JULY 13, 1998
DECEMBER 28, 1998 ADDED TOPOGRAPHY
AUGUST 28, 2002 UPDATE SURVEY & ADDED PROPOSED POOL & PATIO
DECEMBER 30, 2002 UPDATE SURVEY & ADDED TOPOGRAPHY
AUGUST 12, 2003 REVISED PROPOSED POOL
SEPTEMBER 4, 2003 POOL STAKEOUT PLAN
JUNE 4, 2008 UPDATE SURVEY 360,32
OCTOBER 7, 2009 STAKE GARAGE & POOL
OCTOBER 18, 2009 GARAGE FOUNDATION LOCATION
OCTOBER 10, 2010 FINAL SURVEY
AREA = 35,043 sq. ft. DWELLING
2.3 S 00
(TO TIE LINES) 0.804 QC• RIGHT OF WAY )
WALKING
f
WOOD RETAINING WALL o
OND ---------------- N
0')
ING
WELL
- C
RAIL FENCE— o y \ D
W00D o N F \
I O N \T ap QQt,�
/UTILITY POLE
�+� *AL1 I
pVERHT WIPES p 1 S• WOOL TIE WALL r� WALL STE 000
Z 1 & *,RE FENCE I OOD RETNrtING � PS
p.9 S• n AR(OUI;D GARDEN &�NOINGS STEPSI
�� E FENCE O=ONC i FENCE COINC• WAIF 1 \ O
o o Io
..........
7$°36' PAi10 5TOCKAD EQUIPMENT j -1 // \` NG CESSPOOL
v 1:1� .. ..:::..:::. :.:... c EXISTI \
9lTc GE NDERGROUND EXISTING NK
PALE TREES �..:. rno 30.6' 6 S. U OPANE o o� 1 SEPTIC TA
111
...........
............
ILITY H..... Z$ ARAGE TANK C m N L1 ( �qL�� II
EpGE o G C�
A
?. .::..: ... .... pE ONCE WOOD 10 m 6 3 S O 1 �Er' y WOOD I
a STOCKA r CONC. / 15.4' PLATFORM I
d -a d. o o~-�Z SE 0.6'E• (IE WLALLK UNflfi; 36.4'
3Y� M
° J ��a FRA►AE / 1 (9 9-
U
a L it �/
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e i.Q e.,e. G ? 0 30.e GIAN W W 415• 3.91 o o ..�
s� I I
a � oA d BL CK APRON �WA—TER LINE W N _
a•e e i' �..c�0 c e' e, ° 2 i & 2 STORY `'' I 135��D�) "�• I
�� 1 HOUSE
. � FRAME
d '- I
e A.
LL �\\ / BOG ed <P d °DRAIN' e, SRIPK HOUSE No. 4705 CO NC. COPING
/ a 4.0` 11.5
d cm A WOOD
V wp..� 1 /� �Y �� '• O m °,` q 1 a RI K W K p o PLATFORM
/ CLEAN '• CONC..•;."..•.:.
e 'e• d e.. \ / 730
OUT< �S• '+ BR
FP fiGK r* 0.6' o CONC. PATIO I �
e. :• t^�1� �\ i� C o , 1.6` 2nd STORY STEP G A
(� 3 a.e G a.a TA� m OVERHANG 14 Q
\\ 47• 9l I
a 'd G G� ° •.ea �
e 29.9
a:• e e•o. A � WOOD RETAINING WALL 1N FENCE, . ......,.._.-�..-.....,..._-_..�.,- ._....__
oa 1 .. 2' SUrFOLfC CJUi 1'I i', i.; 'ENT:ii=I;' '� T�1 SERVICES
�0 .d 09 d �o K °. e ° 60 s°-"�P'� , CHAIN LINK FENCE APPROVAL 0:=CO�J`7PV e'T=)VIi,RKS FOR
!y
: .....:: Y . «' ..<. -
y t^; A-o G?P a4. °'d ACHING tiii.• I1 rva
• e .. .e':�1� �N \ WOOp FENCE a• POOL ADEFENCE 0 4,SE
e uR9 A. �' i:.:i i:. C�K
GIAN BLOCK'C 'd CURB -O .. F BUSHES.::. ::'::::.... iWOOO LOT
�� a_ a d Y EL ° GIPN g1OCK p6s 10 *f° ! '� v �Qf� -U(�~r1'!��
B
BEL FENCE F - ——_..._,. r-
e \ o d � � .. a� ° AIN NK *r *r n
�� •• ° e .. •. a CH 1�101 ,+A 1� i :;:::a�.T• �:n Ili;�1.".':.•�.%f ,C',... j'T;•1'i '?ub'C rt
....................
4 e. .' e ' °. : a .....:.�:.�r:i:ii•i:•_:::::... FENCE IM SA N .' �' _{r« s `.=�„ _ UNAUTHORIZED ALTERATION OR ADDITION
S r A^ I.,";ct" tnd.crCert;flax' I.,Y 'Y L is a
G d :::::•• :•:' 1.O F� SAM t (( f tiT.d to TO THIS SURVEY IS A VIOLATION OF
U, a. p JTH
:: Ur 1 G^.•.`aCs,''?y FOR T�•i.{'; �'•'S`'I"A: : E ,' ;��'i° s. SECTION 7209 OF THE NEW YORK STATE
e ' ' J pWELUNG I .`y`" EDUCATION LAW.
�Q� ° n ae CNN 04!E FENCE
•� O• WOOD RAIL (USES pUBLIC WATER (� Cr- � COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND rr a
L OR
EMBOSSED SEAL SHALL INKED
BEECONS CONSIDERED
0� ,•.• ° , < . , CERTIFIED T0: h+i8 ���+ ���'`
t "I'�E'J.i'�u�i'Y,P.E.fi'� ,C,t�r"' TO BE A VALID TRUE COPY.
�a y" a: 6' ,� w CHICAGO TITLE INSU�'1KftCElf�a�Ofi�l1:'A , P•P2i�11=Vt��'+'FORK CERTIFICATIONS INDICATED HEREON SHALL RUN
\ e e . '• e, o °1 2� TITLE NO. O ONLY TO THE PERSON FOR WHOM THE SURVEY
C`®J c $ •J IS PREPARED, AND ON HIS BEHALF TO THE
pa, m J -7 THE DIME SAVINGS BANK OF NEW YORK, FSB TITLE COMPANY, GOVERNMENTAL AGENCY AND
STEPHEN N. SACHMAN LENDING INSTITUTION LISTED HEREON, AND
'e* TO
THE ASSIGNEES OF THE LENDING
ALEXIA QUADRANI TUTION. CERTIFICATIONS ARE NOTTRANSFERABLE.
e a e a A. ,..ed 'a e
°• a THE EXISTENCE OF RIGHTS OF WAY
e •.aQ •e .. AND/OR EASEMENTS OF RECORD, IF
a<
ANY, NOT SHOWN ARE NOT GUARANTEED.
d a. n
e PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TALE SURVEYS AS ESTDOPTHED at h an Taft Corwin III
BY THE LI.A.LS. AND APPROVEDAND ADOPT
° FOR SUCH USE BY THE NEW RK•�TAYE,"`�13tND,
TALE ASSOCIATION. ��'' }.
AFT,0 °� Lana Surveyor
A
r Successor To: Stanley J. Isaksen, Jr. L.S.
Joseph A. Ingegno L.S.
t^ Title Surveys — Subdivisions — Site Plans — Construction Layout
PHONE (631)727-2090 Fax (631)727-1727
�U,tJO S�' 1G OFFICES LOCATED AT MAILING ADDRESS
N.Y.S. Lic. No. 50467 1586 Main Road P.O. Box 16
Jamesport, New York 11947 Jamesport, New York 11947
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUTART1VIEh1�?
►U Do you have or need the following,before applying?
�;��tt�fln t:;�tli�jli
TOWN s?�►h3Ss0 Board of Health R10-08-0034 approved
SOUT I' f 4 sets of Building Plans ✓
TEL: (631)7 - Planning Board approval
FAX: (631) 765-9502 Survey ✓
www. northfork.net/Southold/ PERMIT NO. Check ✓
Septic Form
N.Y.S.D.E.C.
Trustees
Examined 20 Contact: Ray Nemschick
Approved 120 Mail to: 430 Green Way
Disapproved a/c Cutchogue, NY 11935
Phone: 631-734-7007
Expiration 120
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date Novermber 24 , 2009
INSTRUCTIONS.
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension.of the permit for an
addition six months. 1 hercafter, a new permit shall be required.
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,or 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 for necessary inspections.
(Signature of applicant or name,if a corporation)
430 Green Way Cutchogue, NY 11935
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Architect
Name of owner of premises Steve Sachman
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
4705 Nassau Point Road Cutchogue, NY 11935
House Number Street Hamlet
County Tax Map No. 1000 Section 111 Block 09 Lot 09
Subdivision Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and inten eepa -af�ro,Uosed construction:
a. Existing use and occupancy 2 a e
b. Intended use and occu nc 1 Car Garage with cabana and bathroom & storage above
3. Nature of work(check whi h applicable):New tldin ✓ Addition Alter n
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fed
(To be paid on filing this application)
5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor N/A
If garage, number of cars. 1
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 27.3' Rear 27.3' Depth 21.8'
Height +/- 14' Number of Stories 1
Dimensions of same structure with alterations or additions: Front 0- demolish Rear 0
Depth 0 Height 0 Number of Stories 0
8. Dimensions of entire new construction: Front 30.5' Rear 30.5' Depth 24.5'
Height 19.9' Number of Stories 2
9. Size of lot: Front 101.02' Rear 100.15' Depth 360.32'
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R-40
12. Does proposed construction violate any zoning law, ordinance or regulation?YES ✓ NO
13. Will lot be re-graded?YES ✓ NO Will excess fill be removed from premises?YES ✓ NO
14. Names of Owner of premises Steve Sachman Address 4705 Nassau Point Rd. Phone No.
Name of ArchitectNemschick Silverman Architects p.(Address 430 Green Way Phone No 631-734-7007
Name of Contractor Address Cutchogue, NY 11935 Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO
* IF YES, SOUTHOLD TOWN TRUSTEES 8c D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO
* IF YES, D.E.C.PERMITS MAY BE REQUIRED.
16. Provide survey,to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Ray Nemshick 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 application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of 20 Oct
ua"'
Notary Pu 'c r Applicant
I:_4' 1�W6 3 2 7
in Suflolk Co
COIliiliiiMfxptes March 19,Z0�
I.
(2)4'-O`xV-O`CEDAR
-5HE,9 900R5
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5-0 1112" 3 2,, 3'2" 3-2" 3'-2 -e I 5� 12"
T.O. GONG. SLAB
104 ROOF LINE
ELEV. O�-011
- J WALL BELOW
EXTERIOR
j
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A 551MED GARAGE 5L AB AT 0�-0
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Aly FINISHED MATERIALS.
5. ALL EXTERIOR kiALL5 5HALL BE
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4. ALL HFADER5 5HALL BE(2)2XI62,
DROP SCALE 114"
FOOTING A T
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PROVIDE 601 RIDGE VENT-------\ IOU
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(2)2X12 RIPOF7 314'
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112 51121,
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ABOVE. SOFFIT VENT F�
PUTS I"CEDAR TRIM ALL
FROM I t / 6 CONCRETE SLAB ON GRADE kVbX(? AROUND TO MATCH
ABOVE PF-LO HIRE MESH. ON 6 NIL VAPOR 12 \Z1 HOUSE. MITRE ALL
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24X24XI2 5PREAD BA TT IN5UL A TION. 51e ff TYPE-X 6,rz-5YM (2)2X12 NOR ALE = .3" /�-O"
}FOOTING WITH 5 TL BOARD ON 6EILIN6
COL"ABOVE, 4)le�X 1.314 L VL THRU
(4) /0"X 1314"LVL
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THRU BOL TED A T 2' BOLTED AT 2 0.6.
O.C. 5TA656EREP &E DOORS
STAGGERED(FLUSH FRAME) E C E W E
(FLUSH f:F.AME)
7 GRAVEL VRIVEHA-r
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H ALINCHEP FOOTIN6
7N, CARA 6E 5L BLDG.DEPT.
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OR Op Et
e P-/XREPP C 0�6 RE TE-
FaAVA TION WALL W WALL SECTION(2) #5 BAR5&V TOP HALIN6HED FOOTING AT B.C. FTC-&,
AND BOTTOM IIA-3 OARA6E 90CR5. EL.
SEA' ' REVISIONS/SUBMISSIONS' DRA10VING TITLE:
/69"X e"60N T P011RE9 DATE. DESCRil
V),`04/Q7 k7b/I fOMPATIO/l PLAI, rq/T rLOOR PLAII,
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CAD FILE NAME
06-1281 CV5 A-1
DATE PROjECT
PROJEC"T TITLE:
I
Nemschick Silverman Architects P.C. PROPO_/LP GARAGE A/V POOL I JULY 50, 2009 1 /�JA 06-1281
I
4705 �0f, _fAU POINT ROAD
A,S DRAWING NO.:
MOM CUTCNOGUL, IV 11955
430 Green Way, CUtChogue, New York 11935
Lw-- X.O�
A -00"' 11 0, A' I R L -
M IUF= \ICE Af/NOTL[)C.�UTCH.O .
Phone : 631-734-7007 Fax : 631-734-7347
DISTRICT; SECTION: BLOCK: LOT: DRAWN BY:
,-ittp://\,vww.nemschicksilverman.cc:)m
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FLOOR PLA COPRIGHl' 20CS NEMSCHICK SLVEWAN AR-�- :-, C 13 F C. MOO ill 09 09 1 rc-
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NO.]:�: —TYPE UNIT D I MENSI ON T MATERIAL FRAME REMARKS
FIRST FLOOR
40 YEAR ARGHITEC7VRAL�"
I HIGHEST POINT OF RIDGE
ASPHAL T RODE SHINGLE. 10! OVER HEAD GARAGE x 8'-D"
! I I v I 102HIN6ED -b"x b'8" PRE-MNG WODD R.H.R.. . M
12 /2 RESIDENE
IL
3 3 T0. PL.A7F T.O. PLATE 103 HINGED - R.H. 3'-O"x 6'-t3" FRENGI!INSWING f'RE-HUNG 1^i00D EXTERIOR GRAflE FINISH GRAFT5M.4N STYLE
EL. +Ib'-1131f3" EL. +l5'-!I 3/6" I04 PC HINGED-R.H.14/L.H.R 04'-O"x 8'-O" CEDAR PRE-` VNG WOOD EXTERIOR GRADE FIN15H
- - � -- - - -
12 I / \ 12
iq (D OE OE
v c 2ND FLOOR f.F 2R_0 FLOOR F.F. 12 -
EL. f9'-7 3/J' `� EL. +9'-7 316" 41—
I I11 H H _ r0. PLA IE T0. PLATE ICE ,f 11)rLD
EL. 06-6" EL. 6
:i GROUND WIND 5EI5MIG SUB.:EGT TO DAMAGE BY M `INTER
AtEW GUTTE�C'AND - - - } --' — UNDERLAY- FLOOD
I I f 1 NEW GUTTER SNUW {SPEt~D IN DE516P! -FR05T LINE DESICId ME HAZARDS
1 N..A!HERINa r
LEADER I } AND LEADER LOAD MI'f, GAT)=GURY DEPTH TERMITE DECAY TEMP. RE041IRED
i ` {
MOD. TO SLIGHT TO
�J f lO3 'I B� B� t s� B 45 t 5F 14C G SEtiERF '-U" HEAVY MODERATE !I° Y WA
lOX/0 CEDAR � _- --_--
i ! COLUMN 7-6"N loi
1
5TAIf�8_YON9 L �
TYPICAL 2 LANDING AT STOOP 1
EL. +0`-4rvA RA OE p-05LA8 ti —
GARAGE 5LAB f
I I EL. +O'--O" 5X10 ENGAGED GEDA •• • •J • . .-�_.... ..-1.._... ✓7Oxg'OVERHEAD I
i
I I I COLUMN TO MATCH PORCH, GARAGE DOOR. I
TYPZAL
----------- --
--------- ---- -------- - I_ I � - -- --- - - ---- --- --- -- --_ -- - -- --
I '
FOOTING�i BEYOND, MINIMUM I I '�, - ✓Ib"N x;'''-D" �--�---�---FDOTfNG BEYOND, MINIMUM
3'BELOW GRADE CONCRETE PIER 3'BELOW GRADE - -
i 24 4 I.D. MANUFACTURER MODEL R.O. REMARKS
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A MARVIN OR EQUAL WGM3640 3'-l"X 4'-O g116"
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L 1j11A )I ) \�rI B MARVIN OR EQUAL N6M2024 I,-q„X 2 1-0 91/b" f
_LE-7VA
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G MARVIN OR EQUAL WCM244Q 2=! X3 4 q/16
SCALE = 114" = P-O" D MARVIN OR EQUAL W6M2656 2-5"X 4-b g116"
SCALE= 1!4" = J-O"
E MARVIN OR EQUAL W6M2436 2'-1"X 3'-O g116"
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HIGHEST POINT OF RIDGE _ HIGHEST POINT OF RIDGE
12 12
TO. PLAT
EL I13/r3 — — TO. PLATE
. +l6 ' I
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NO TE5;
/. --� ! , i --, / / �! / � \ � 1. ALL dYl£?dDOh�5HA11 I,�,'CLGrDE INSECT SCREENS, FACTORY??FAD AND SEAT BDARD5, A?✓.D I
FACTORY EXTEN510N.JAM85(lF REQUIRED). I
40 YEAR a� 2. ,ALL 01_AZINO WITHIN l5"OF THE FINISHED FLOOR 5hALL BE TEM�'ERED GLA55 A5 PER NY5
/2 '' r ARCHITECTURAL :� r I GORE- VERIFY TS WITH MANUFAC7DR R FOR 5PEGIFIC RFOUIREMMEN PRIOR TO ORDERING
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j (i) EL. +9-7 516$0 12 2 4 EL.
- - -
T.O. PLATE T.O. PLATE-
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GUTTER AND
5XIO ENGAGEV- r---�I —- - - - - LEADER /
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CEDAR SIDING !
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GA,gAC-F 51 AB _ GARAGE 5LAB
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24FOOT_6"
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3'BEL ON GRAD 'NIMUM CONCRETE PIER
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i SEALi'" F,`\ �EVISlONS/SUBMISSIONS DRAbV%G' TITLE: ---- ---------
\/A 7101\1 E�,�VA 7/0/\/
DATE: DESCR(PT10N
- COIN/07 RUI I I ELLVATIO/if
I SCALE - 114" = l'-O" SCALE - 114" P-O" A t{ ros;a7 RDi 2
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CAD FILE NAME:
06-128 i I GD 5/ A-1
,� �----------------------- ;- -_-------- PROJECT TITLE: !DATE: NSA PROJECT #:
Nemschick Silverman Architects P.C.
PROPOjLP GAR. GL ta/`!D POOL JULY 50, 2009 i /Nf A 06-1281
_.._...... ROAP I SCALE: DRAWING NO:
�439 Green Way, Gutchogue, New York 1193.5 IAl-TV� .'.'�. CU.TCIHOGUL`....... _X0 , K CUTCHOGU 1935 i
Phone : 631-734-7097 Fax : 631-7347;347 I � /�OT�D
DRAWN BY:
http://www.n€�msch€cksilverman.c(om � DISTRICT,- SECTION: BLOCK: LOT DRAWN A-2
1 i^LOC7R PLAN /�ORT� C COPYRIGHT 2OC8 NFMSCHICK'.LVFWAN AROf.FCIS P.0 1000 111 09 09 f
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j 3/4"CDX PLYWOOD 5HEATHING
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15#FEL T PAPER
(2)2XIO RR WITH R-30 BAIT
IN5ULATION PROVIDE BAFFLE
FOR AIR FLOW
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i 40 YEAR ARCHITECTURAL
A5P!!AL T ROOF SHINGLE. / C T
Use every other nail hole
"- in a row to provide the LENGTH
code-required minimum
center--to-center ;il L AND N ® \
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TOP QF P ATE
! I EL. 16'-113/8"ABOVE SLAB
CLEAR
SPAN
514"X 7� FA5GIA BOARD TO
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! PROVIDE CCNWVOL5
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Provide minimum 7" LENGTH
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e
I Equal number of P ® p a•4 b c d a
NUJ : specified nails ,�",a °ao° G.°,.g a.'
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INV'-,LL ALL VO/D5 AT Simpson Strong-Tie
pyl1 VOA OPENlN65 NJ71! CS Coiled Strap
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IN5ULATIOhr DO NOT OVER Simpson Strang—TieHD2A Simpson Strong-Tie
PACK. ABA44 (ABA66 SIMILAR)
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5HALL BE A5 5PEGIFIEI� 2Xf2 LEDGER BOARD.
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A5PHALTROOF5HINGLE. ° ANGf10R BOLT PLAGEMENr DRAW!NG5 SII�'S0NL5TA36
SEE CONTRACT
HOLD DOIM+ 5EE 60N7RAGT ~ i) n, 5TRAI eo 16"O.G.
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3/4"PLYI^1C? 5UB-FLOOR IGF 5HIELD MEMBRANE 4 , 00 E 2x6 5U PLATE
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FROM,ANY GOPHER 5ELE67ED BY OWNER
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TERMITE 5HE•1LD
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5EALAINT OVER 1/2"EXPAN510N Od NAIL5
.POINT FILLER® ENTIRE_ PERIMETER 2 X 6 SILL PLATE
OF FDIV WALL FRE55URE TREATED h a C CA O.C.
I 6"G011CRETE 5LAB ON GRADE 2 X 6 54LL PLATE 5I F50NACH L�IZ5 RON E VENT
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END. f 5/NIPSON R!lJ6E R
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. ! GRADE __- z x Iz®rn•oc. d�
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4 a• \ \ \ P05T(ONE
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FOUNOA TION WALL W/(2)#5
PARRI!ER 1 1 . ... BAR5 B TOP AND BOTTOM 1
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CONCRETE FOOTING lV/2 X 4
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BOTTOM CONTINUOUS
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-�, DATE: DESCRIPTION:
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-'• 7,';iJ is ;r U 0"tJ LID
f� �0122/09 Q_v s jA, CAD F!LE NAME:
06-1281 / CD'5/A-3
- -------------------------- --------------------- - -- -- - - - - -- — -
I j-`--- ---------------- I ----- ------------- --- — PROJECT TITLE: DATE: NSA PROJECT #:
Ivemschiek iive�-man l Chitects P.C. � �
PROPO ED GARAGE A/ P POOL ,DULY 50, 200 � /VA 06-1281
U1L ... . .._ ... ..... IL _ 4705 ,AIA U POINT ROAD_... SCALE: DRAWING NO
CUTCHOGUE 1AX 1195
430 Green Way, Cutcl�o0�le, New York 1 935 _ _. ... . .
AV NOTED
Phone : 63 3-734-7007 Fax : 631-734-7347 i _.......... _..._ A
1 hftp://www.nernschicksilverman.com DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: -5
!FLOOR PLAN /JORTH 0 COFYmGHT 2008 NEW CHICK SaLVERMAN ARCH"ECTS F.C. moo111 09 09 I / C
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EXI5TIN6!YELL I
NA I L IN
t�N 42'LDiJG GONG. , -. -.-�-. -.•., . , . -a . . .- .-.- .-._ .-. . ..-.•-. 1
j ALIGN FAGS NUMBER OF
�71NT DESCRIPTION NAIL 5PAON6
NUMBER OF
r NEW TD EXISTING GOtJGI'.ETE RETAINING WALL 3 COMMON NAILS BOX NAILS
RETAINING HALL TO
TOP OF HALL 5HALL HAVE EPDXY GROUT DONEL AT 4r3" CARP�N'I'L:I t' 1z0All
MATGH EXI5TIN5. REFER , �,-t `
,.,.........- O.G. VERTICAL, MIN. 4 EMBEDMENT EACH END. ( WA;•K:NG RIGHT OF WAY )
TO DTL .3/PP--I.✓ 3 ,
8 o ' e� G2� �O� d'� .S� o :> �, t> a- w w w N w t� N N N -.
36 20 E 6g '� LITv s� s Vi ,� 4 N Q �, N o ,a, m
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Vic') So \ \ , 4 4 i ! ! i RAFTER TO TOP PLATE (TOE-NAILED) 3 - bd 3 - IDd PER RAFTER
.\ .�,,, \ •� � �+ \ \ \ 1 \ ti 1 I 1 !
'WOO 6'R7-E'FEN' "= ZC3
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CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 bd 3 - IOd PER JOIST
\ oQ \ T D l r, . wA 7.05. FENCE 2.0'S. CONC. WALL 0 7.w POw Of f?U$l ES r -•4 \� y2 \��.� �3 C736 �NCCN ER NNINN WAI.�'.� \ WALL IIt
to
I \ NG_ i _;� :\ Zi- n1A, 1 1 . _ o g \ \ \ .�� �C, .�� ���� Z.s s GEILI N6 J015T TO PARALLEL RAFTER (�=AGE-NAILED) (HEEL JOINT)
a � 0 — z . 22 o �,r t , \ . 1 1 ! t i O 3:12
NOTE: \ 0 3�. ('4'E \ \\\ \ t. v,r, o r \ �. \
o _ ' a . w.ca o \ . \ \ \ \ \ { RAFTER SLOPE: 3:!2 22 - !6d 22 - 44d
t rj zs " ' 'n ,\ x a rrE wA�� 1 c \ " � \ \ \ 1 ! 1 1 1 k t Irt - Ibd ! - 40d
MAINTAIN A M'N. OP \ C� g. \. \\�. PROP05FD GARAGE HI 6 D 1 w,FE v FXI�TI JC Ar l' D \ z •
1 \ 't PATIO AT \�. ; 15rrIK� ARc"RD�aE a - _ __ \ \ \ � \ 1 1 ! 1 ! t t I ! I 1 0 - 5.12 14 - Ibd 14 - 40d EACH LAP
1 ' \ \ 1 ( ti�.. �
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10'BET NA TER _ t GRADE s.r. \ \ \ 4 i I ! I I -1:12 10 - 16d 10 - 40d
LINE TO PRG'P05ED \ U' � .. \\ SLAB ON GRADE I o -° ( r i
\'' 4'-O"HIGH . `' \. `. 64 i -a 1 1 t 1 ! I I r 1 1 IV 61 12 AND GREATER b - Ibd b - 40d
SEPTIC 5Y5TEMAND \ -�r_ \ c / \ I Nz r.w. g 3 - -W::oa :VAINING WALL r.ww�., \\\\0,, \ \ 1 1. 1 i �� --
PF FENCE �� \ RWOo E EX15RAIC7 �.`� o \�� � \ \ ! \ j I t ! 1 l I ! ! 1 ! 1 ! 1 ? 1 � D m �
;U to \ S a�(n _� 4 - ! q 2 r- .' ..1 J 5 'i
r,D� . `\. 15TOR�'GA:RAGE r ` -s '� Sri- �D Sr \ ! t 1 I I 1 I ! I 1 I I ! GEIUNC 015T LAP OVER PARTITION (FACE-NAILED)
f Gr 1 ALARM B ENTRY � � \. ) ' `, � p 'ry'a �- Toao GA \� \ \ \ 1 1 t I ! ! RAFTER SLOPC: ..:12 22 - Ibd 22 - 40d
ODOR POOL \�,. ~• �\ ~ 4 - F eq< � _sr rn \ ? rTT 4:1?. 17 - !6d I7 - 40d
EX15T1I1 Cvr c. �r{�� O k m o \ 5:12 14 16d 14 - 40d
- - -- IG 5Y�1EM 4 f t,OCK 1 A G p� (� \\ \ I f I I ! 1 1 ➢o EACH LAP G.
1 P45 4 4 HI M F FE E r L � WA`� u�vtT \♦ \ \ 1 1 1 ! 1 4 t, twdoal s leds ! ! ! 1 I ! -
"�y� 40.0 P - _ /� ,VE I I 7:12 10 - Ibd 10 - 40d p
r r rr- - ` " r " oRArN 40 5ds 54 \ \ \ 1 \ 1 ! /'! j�Anol�c ! I I ? 1 1 I �i:12 AND GREATER S - 16d b - 40d l
5EL a 36.4' � 1
A�\ 24"BLUFSTONE _ E_X. I"!NA �7.� ,s.4
I! CLOSING A -TG L? _ MAIN _ o o N \ f \ \ \ 1 i ! 'b COLLAR TIE TO RAFTER(FACE-NAILED)
t 1 1 1 I
LAROI ND POOL. 3 !I E ABAP ONED '-6-- A °T o _s RAFTER SLOPE: 3:12 7 - IOd 7 - I2d
c II Q 40 4.s' waco --
i tiT� 1 L2" i � C) �, o��P �1 PiAr oRt� - ! 1 1 ! 4 1 5:12 6 - IOd 6 - 12d PER TIC
�, �, \ \d• \ y FXI5TIN6 / d 2 l.0'l' �' 1 I 1 I t ! i ! I 1 ! b ,N 4 - IOd 4 - 12d
f > I I 11 1 I 1 1 I I I b:12 AND GREATER 4 - 10d 4 - 12d
GDPrNG. �m G,. 3.9• s
o t - 4 - t
v ER,cx WaLx --sTEcK BLOGK!Id6 TO RAF-TER TOE-NAILED
STORY FRAME HGY15E -
>�,. � 3
m \ - RE-ROU �y �" g x `II ? ! 1 ! ! ! ! ? ! I I 1 1 I ! I 1 ( ) 2 - bd < IDd EACH END
EXISTING � rr 1 I`g0UCE No. 4705 _` o� 1 I ! ? ? 1 ? ? ? I I ! ! I 1 ! ! ; ! ? ! ! ?
u, ti �` _ I_ ! G F I RIM BOARD TO RAFTER(END-NAILED) 2 - Ibd 5 - 16d EACH END
�.- s Fr.. &3.2_2
/ , . �_ ✓ '�\ s. PATta
DRIVEX4Y \ BR,Cx o.s' 4.0' -
T ��- _ -'- I I I I I ! Itl ? 1 ! I11 1 111 1 1
n "' �� \ '� \ ae \ - o wcoo---_- _
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Ga w s Pt aTECRr� Y I -, i r�
o \ 1 aE - .- ,, `1-"1-1"'I""'f'-I-- ...._._.. OP PLATE TO TOP PLATE (_F AGE-NAILED) 2 -1bd � - 16d PER I^GC?T
c e» 1 l 4 LG N �`-P� / \ \ q ¢�.4 - S�,J 1 ! J j 1 1 1 1 I 1 I 1 ; 1 1 ? 3 1 "f
�' / tt '� \ �4 � = -cfiRZnvcSTORY TOP PLATE5 AT INlER5EGTIONS (FADE-NAILED) 4 - 16d 5 - Ibd JOINTS -EACH SIDE �
c I 1 n� _ ' �\ rEST HOLE \\ r.w 6 koo� 29.9' _Q j STEP PA T�
! I I I ? ? ? 1 III ! ! I I ! ? O
RETAIN wALL sZ, i ! I I ? j ! I 1 I I O
/ 1 I I I 1 I I ? I I I I STUD ACC-NAILED) 2 -Ibd 2 - Ibd 24 G.G.
E (D I O M-��_: _='_^s \ 1_ W 1� �� 1 ! 1 5TUD TO S (F ' I ,: 1
! F 1 FENCE LOCATION -�Z,2 STo: I
S f EP I IN �ti III ! I I 1 I ! I III ! i
A ! 3.`'N. CG.4'E $ r
HEADER TO HEADER (FACE-NAILED) Ibd Ibd 16" OG ALONG ED6E5
! 1 i �Q.g TOP OR BOTTOM PLATE TO STUD (E-ND-NAILFD) 2 - Ibd 2 - 4Gd PER STUD
T WOOD STOCKAC}\Ff_NCE z_T CNAtN LINK FENS— I I I I 1 1 3 I I 1
o 1"1GG0 RAIL FENCE \ F'E'NCE CHAIN LINK•FENCE — FENCE PENCE - � FENCC I ! ! t
/ \ ,.o•S '. a.,s '\ �,.►I ! 1 ; 1 , 4 1 i i l l { ! I I l i I I ! i P' i�
NO COO)A NO rnA O rnA Om M4, NO M M a >U o BOTTOM PLATE TO FLOOR JOI5T, BANDJO15T, ENDJO15T OR BLOCKING
S 7 8°3 6'2 0" W \�� �� N�D�F 340.54 r (FACE-NAILED) 2 - Ibd 1,2 2 - 16d 12 PER FOOT
�! FE.L[Af SAMAAN /� On
JUDITI.I SA AfAAN LOT <-7 1,/ 1. ELEVATIONS ARE REF£RENCEO TO N.G.V.O. 1929 DATUM.
Co EXISTING ELEVATIONS ARE SHOWN THUS:.`,,.9
EXISTING CONTOUR LINES AR£ SHOWN THUS: J015T TO SILL, TOP PLATE OR 61RDER(TOE-NAILED) 4 -bd 4 - 10d PER J015T
DWELLING ----. ......-5-_.._-_.-
US�S PUE+E.IC WATER
i F.FL. FAST FLOOR BRIDGIN6 TO J015T (TOE-NAILED) 2 - bd 2 - IOd EACH END
G.FL. GARAGE FLOOR
T.B. - TOP OF B:JLKFiF.AO 51 TE I i`FORMA71 CUB!
I s.FJ. - GOTTOM OF }3ULKI*,'Q BLOCKING TO J015T (TOE-NAILED) 2 - bd 2 - 10d EACH END
T.W. - TOP OF `HALL
A N/
B.W. - BOTTOM OF WALL 1'J15TRIGT• 10DO BLOGKIN6 TO SILL OR TOP PLATE (TOE-NAILED) 5 - Ibd 4 - 16d EACH BLOCK
�- - 5EC: Ill LEDGER STRIP TO BEAM (FACE-NAILED) 3 - Ibd 4 - Ibd EACH J015T
56ALE = 1"= 20-0" SURVEY Or
II LOT 29 LOT. o JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - bd 3 - 10d PER J015T
��MF,1VDF.�7 MAP OF ZONE: R-40 BAND JOIST TO JOINT (END-NAILED) 3 - 16d 4 - 16d PER JOIST
1NASSAU POINT' LOT AREA: 350435E
FILE No. 156 FILED AUGUST 16, 1922 BAND J015T TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d 2 - 16d PER FOOT
SITU,4TED AT EX15T LOT COVERAGE 2o4S 5F
:�A S S A U 'O 1 v'I' f ROP, LOT G0VERAGE wo 5F
TOTAL LOT G017ERAGE 3528 5F OR!Ob 5TRUGTURA.L PANEL': PANEL INTERMEDIATE
I TOWN CO F SO UT N O LD NOTE, EDGES SUPPORTS
„ SUFFOLK MUNTY, NEW YORK PLOT PLAN 15BA5EDONA _5IRVEY PREPARED BY
4 Y.T.R. i S.C. TAX No.. 1000-1 1 1-09-09 J05EPHA. iNGE6No, LAND 5URVEY'0;DATED INTERIOR ZONE;5 bd IOd 4" 6"
! I SCALE C=20' DEGEMBER2e, 1995 PERIMETER E06E ZONE 5 8d IOd
4" 4"
JUL'Y (3, 1998
DECEMBER 28, 1998 ADDED TOPOGRAPHY GABLE ENDtY,ALL RATE WITH LOOKOUT BLOCK bd IOd 4" 4°
NOTE: AUGUST: 28, 2002 0"DAIE SURVEY & ADDED PROPOSED POOL & (>A1'€O
DECEUBER 30, 2002 UPDAd-E SURVEY & ADDED TOPOGRAPHY AFC`
DRAINAGE FIXTURE UNIT5 SHALL BE COMPILED IN AUGOST 12, 2003 REVISED PROPOSED POOL � MA70NGSNPLOT PLAN15BA5EPGNh'V�'FRGN,
i KPH A. IN6E6NO LAND 9NVEYOR DATED Jt?-13,1440
THE FIELD,BA5ED ON RUN OF IIA57E LINE AND SEPTEMBER 4, 2003 "COL STAKEOUT PLAN-
4" LOCATION DF t/ENT STACK R15✓LLRS. AD fUST 1/EIJT UNE 4, 20G8 UPDATE SURVEY 6YP5UM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD
AND NA5TF 512F.5 AGGORDIN6LY BA5ED ON AREA M 35,043.34 sq. ft.
TABLE P916.1 AND P70�1.1 OF THE NY5 BLDG GORE. (_a TIF t:�Fs) o.s04 CC. NOTE:
SANITARY SYSTEM LOCATED A5�IOWIJ GERTIFIPD BY
NOTE : MICHAEL MAPE5,P.E.LIG#07+01 51'RUGTURAL PANELS/HA, ARD PANEL INTERMEDI.A
ALL 5UPPLY LINE5 TO BE INSULATED. -_ ED41' `;PPG; 5 1
�, --s''".�-- s.`_,r"^.,�^.r",•s-�r",�,~,,,-..,�-..,�• ,f"',."'.�."',;/'"`/`',,,".�.-•. .r..., � INTERIOR ZONE bd IOd 4„ 61:
'"� 4' EDGE ZONE bd IOd 4" 6" I
I SEGGND FLOOR � �'"' 8 I
r T.O. HALL �: FIBERBOARD PANELS':
........ •° -1 6" bd5 - 3" EDGE l 6" FIELD
_ \ MATGH EXSTING
---- ! - --- 25/32" bd 3 - 3" EDGE 16" FIELD f
LEVEL BACKFILL
�I -- i GYPS!1M WALLE30ARD 5d GOOLERS 5d GGOLERS 7" 1=DGE / 10" FIELD
BATH PARTICLE- BOARD PANE-15 L MANUFACTURER_ ( ;> E R NE- 5 bd £�d SEE
2" NEN RET�1NING HALL TO
I AT,H EX15TING _ ...... — j -
3 I
..
........ � e II . II ; i I
" {' „ 5TRUGTURAL PANELS:
1 J 112" V 11/2 y G•RA1!1. FILL FOR DRAIN Y y V OR LE55 bd IDd 6" ED6E / 12" FIELD
C _ F �� :� 1
6REATER THAN I 10d Ibd ro EDGE 1 b FIELD
FRE5H #4® i0"O.C.
LAV ALA' INTAKE
I I- EXTERIOR HALL -
1 4"PERFORATEO DRAIN TILE —� ! '
FIRST FLOOR �" ,
— NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED b ON GENTER AT THE PANEL EDGE, IF WALL
SFrIN i� CRISHED STONE_ BED. III 5HEATHIN6 15 NAILED 3 ON CENTER AT THE PANEL EDGE TO OBTAIN H16HER SHEAR CAPACITIES, NAILING REQUIREMENT5
G4. °sp PIPE TO DRYNELL. �`` y �'
2 3 I ( �c: 7 ,. p FOR 5TRUG1URAL MEMBER5 SHALL BE DOIiBLED, OR ALTERNATE GONNEGTOR5,SUCH A5 5HEAR PLATES, SHALL BE USED
TO MAINTAIN THE LOAD PATH.
j G.O. NiTHY CONNECTOR \\ 2, WHEN A.Ai_1_ 5HEATHING 15 CONTINUOUS OVER CONNEGTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE
' AT BREAK .. r r < • \ PERMITTED TO 13E REDUGED TO I - Ibd PER FOOT,
AND EVERY 50' 6-#4--------�- �_�:�-.�-�-7c>�-. J
' - 3. CORROSION RE515TANT 11 6A6E ROOFIN6 NAILS AND 16 6A6E 5TAPLE5 ARE PERMITTED;CHECK 1BG FOR ADDITIONAL
€e 4" CONNECT TO ( #4® ID"UG. \\: REQUIREMENT5.
! `► y. 4. ALL QUANTITIE5 ARE BASED ON I&" OG 5PAGIN6 FOR RAFTERS, J015T5 AND STUDS.
G.O. � � Ip EXISTING APPROVED �?-�-
b 5. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE
5ANlTARY 5Y5TEM
G.O. c> ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
4" "' 1 6, FOR 6�IA,LL 5HEATHIN6 WITHIN 41=EFT OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED.
C.1.H.T 111F \\ n I
11'�
4"H005E TRAP X b • �• • - -- •
H.G.L IN PIT B.O. FOOTING
MATGH EX15T1N6 SEAC� i� :' .' rREVISIONS/SUBMISSIONS: — ! DRAWING TITLE:
2'-6" 8" I=4" � �J; • `y�� ! DATE'. DESCRiPTION� PLOT PLA/�
a I 1 ' �\n Ct;lb3/C!7 tZL'V 1 I
P�UM,
A
� /_��R •4r-'�" 1 ,1 ^, ! ::71i)Sii}7 RLV2 g I '
A ` }`,, a;_In, e->za fCNEDU E r�/BUT "
'ON
56ALE N75 `., } 'sift No.0290°S four 7, f
; \A� 'o; /c J z-v s , CAD FILE NAME-:
.
!
',4M�.
I j
06-1251 / CD's/ 1?-81_PP-1
�- - ---- -- ------ ------- ------- - -- --------- --- -- --- ------- -- - - - - PROJECT TITLE: ------ I CATS:----------------- ; NSA PROJECT #; ------- - --
I
emsc !lick Silverman Architects P.C. ! - !
! JULy�o, Zoos
PROPO ED GARAGE ��![7 POOL '
_ 4705I`IA JAU POINT ROAD
_. .. . _.. _ . .... ............... _ . ... I SCALE: DRAWING NO.:
/�f� 1 1
430 Green Way, Cutchogue, New York 1193 5 CU .C�OGUE, !��' 11955 1 f /10T
RK ,
.. ED
Phone : 631-734-7007 Fax : 631-7'34-71347 ?
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: .,, .
http://www.nernschicksilverman.c,,om i C�
rLOOR PLAT /IORTM cia COPYPoGHT 2008 NEMSCHICK S�VERMAN*ARCH.ECTS P.C. 1000 ill 09 09 1 f G
-- --------------------------------
--------------
------------
(2)4'-O'x7`-O"6EDAR ----_--- ----_------- -
5HED DOOR5
I
`i IG4 T.O. GONG. 5LA~3 5'-6 //2" 3'-2" 3=2" 6'-5" 3'-2" 3=2" 5=8 //2" LS �/J
I - -- up
-- ROOF LINE
- -
II I EA'TERIt�, ' 2 3 200)
II �I114 I —
_ I I I I I I -- BLDG.DEPT.
I Sf�ED a � t
l_ (4) l6"X/3/4"I_VL THRU BOLTED 024"O.G. STAGGERED(rLUSN FRAME) I! - D
HBW1VAGU)M I i, = -_ ___= - �_ W
BREAKER I i! -� I _ I O l O I O E I OE
I E I � N OF SOUTHOCD
5TAIR O O ry
- -_- _
-- da
�'' � --I--3-1,/2 STEEL
a DOUBLE RIM J0I5T i- m I COLUMNS. G LUMNS. I D l6 5 6 f
AT SHED ROOF.--� w TO. GONG. SLAB I _ �✓4
r--SLOPED GL6 ELEV O'-O" in 5 H R/ ER = � m ABOVE.
LINE OF ROOF lD
ABOVE �--� (2) l UPSET HDR !I
PROVIDE WEB 5TIFFENER _ 4
-.-. s .-.-. (3)2X6P05T o _ v \o
_ ROOF ,
• I
- - - - - - - - - - - -- - - - - -. - - - BELOW I _ _,
BLOGK/N6 5PAN. 3 O H HALF HALL(3)2X - - -
__
AGQ RR i '�,
I PROVIDE�iND INSTALL 5/6" TYPE-X
�0 /6"O.G. _
6r I
( PSUM BOA
RD D NG I FILING OF GARA 6E. -;
I
- - I
UP 4 2' ( ' MUST MAINTAIN A = A O Q
4 _ 3/4 HOUR FIRE � � � � (.�)2Xb P05 r -
.� \ RE5/5TAN6E RATINGITCH 1 . 'ti m - ' n a
AGQ HDR �4"PER .; 103 ® N I ST
s
� �, <r (3 2X6 HDR(TYP) ,)2X6
f
I f 1► N ?. - - d (2)2XI2 R/06E
h (3)2X6 P05 P05T UP TO RlD6E v O
- - - - - - - - - - PO TC/PTORJGC>E (3)2X6 m
II � — w - ` _ k - -
p PROVIDE WEB 5TIFFENER - N I ry �a
�P05T
AREA
REFER TO 8" 7YP. ( B p oN q BLOCKING� 5PAN. STOR�kGE O i!
ro-
DTL 5/A-1.
I� o GAR GAR�6GE � _ I,I uz
I 4 I (3)2X8 HDR, `O
r 6 I
\ 1314
O ~ TYPICAL 0 SIDE
(4)l6"X l 3!4"L.VL THRU BOLTED 024"O.G. 5TA66ERED(FLU5H F AME) N l
- — WINDOW5.-- . -. _
f , III i
f /1• I
101 GD Ul 'I�S.EL
3-I/2 STEEL
I II J COLUMN5. jil- Nil
1 � -
(2)2'Xl2"HDR -�.__= -=- _=- = --__-__- E � E E E E
I I -
O
5XI0 ENGAG-ED GE qR lOx6' I I -i ---L --� ---
COLUMN R MATCH OVERHEAD 4 - i
H
PORCH, TYPJGAL 2 1 GARAGE I A-' 4
I
DOOR. I I I I I I
i I
2=4" 3'-3" 2-HN 6=3" b=3" 2=I1" 3'-3„ 2/4„
NOTE 5-6 I!2" 3'-2" 3,2" 6'S" 3 2" 3'-2" 5=8 //2„
1. 5F_GO,ND FLOOR F.F. BA5E9 ON
_ 30'-6"
ASSUMED GARAGE SLAB AT O'O"
6ARA A 2. ALL DIMENSIONS ARE MEASd/RED TO
I 2 r FINISHED MATER/AL5.
SCALE _ 1/4" _ l'-O" 3. ALL EXTERIOR WALL5 5HALL BE
I 2X6 FRAM.lN6.
I
4• ALL HEADERS SHALL BE(2) 2110, /PiLA/� I
56ALE _ 114" _ l'--O" I
DROP FOOTING AT
DOOR OPENING.
IPROVIDE CONT RIDGE VENT
=I O T.O. FND MALL I (2)2112 RllD6E ID -
I I 8-2 I/2 , .
`�+ 6"ABOVE GRADE 40 YEAR/4R6HITE6TURAL
3/4" 3!4" I
' I • ASPHAL T ROOF 5HlN'6LE
_ 1/2" 5 //2" I1211
# n; 24X24X/2 50READ
FOOT/i WITH 5TL I 2XIO RR kill R-30 BATT --,
IDE
COLUMN ABOVE BFLE�G7R AIRVFLOW
�! 6"RAI5ED GONG. SLAB
I 7'-O l/2„ I / - - - -- -- ♦ /r2 _, -,, l2 2X6 PYT A 900
k NI/6X6X1.4X1.4 WWM
(3)2X6 HDR UPSET 3 G 6 --�3 BLOCKING(7YP,)
I I HEADER, TrP DORMER T.O. PLATE
WINDOGVS. EL.
24X24X/2 SPREAD
i FOOTING WITH P05T I I I i' 9 12,/ HDR HT ,
ABOVE. I PROVIDE GONT. I - �_ - - / 6X6 P/T Hoop P05T
-, - - EL. +16-3 3!6 u�
`a P05T5 50FFIT VCNi I TYP lit ALl6.N N 1 CNTR OF FT6
6 FROM CONCRETE 5LAB ON 6.RADE W/6X6 I d J BELO.NI
ABOVE I II _=I__� j- I CEDAR TRIM ALL
• MELD WIRE 1dE5H. ON 6 MIL VAPOR � I � � �_ , � _
i I BARRIER ON 6'GRAVEL BA5E 2X6 EXTERIOR I ! �I ! /2 :9 ry AROUND TO MATCH
MALLS Ni/R-/ BA TT I I ` -__'' --__=` = PROVIDE WEB m OUTSIDES ES AND JOIN
IN5Uf_ATIO>`! a =! - = = ITRE ALL
`I
y I 4 UNHEATED 5T0 GE STIFFENER BLK6. 2N9 FLOOR F.F. <h W/6LUEAND BI5CUIT5.
., EL. +9'-7 3/6"
3X/6"i CONG. _ ZZ
PIER5b
•• I I _ T.D. PLATE
BELO (3' 6" 77fF I I B015E lI-7!6"AJ525 I - - EL. +6'
BELOW 6RADF� � lb"O.G. !N/R-36 I I � �
7'-O I/2" 24X24X/2 SPREAD I BA TT IN50LATION. --� I PROVIDE AND INSTALL
FOOTING WITH 5TL I 5/6" TYPE X 6YP5UM (2)2x12 HDR ( SCALE = 3" _ l'-O" -
COLUMN ABOVE. I BOARD ON CEILING.
I
_. . I (4) l6"X 13/4"LVL -- I I A IOX6'OVERHEAD I (4) 16"X 13/4"LVL THRU
THRU BOL TED AT 2 m
BOL TED AT 2'O.G.
O.c. 5TA66ERED I I GARAGE DOORS I 5TAG6ERED(FLU5H FRAME)
I- (FLUSfI FRAME)
— — — — — HAUNGHED FOOTING
I I 6RA1/EL DRIVEWAY.
DROP FOOTINC75 AT —
DOOR OPENIN65. GARAGE SLAB _
6"POURE-D 6OIJGRETE I I I ' EL. +o,-O��''
FOUNDATION HALL W I I
(2) #5 BAR5 0 TOP i WALL 5E6TION HAU,NGHED FOOTING AT F �
i
AND BOTTO/mil l/A-3 GARAGE DOOR5.
I 30=fa"
_� B.n FT6 -------
_ i EL. -(3'-ov
SE D „� REVISIONS/SUBMISSIONS' DRAWING TITL'=: -
' _ 16"X 6"GOIJT: POURED - � /� / FOOTING BEYOND. �� �.s,ti%. DATE: DESCRfPTION: ± ------_--- - '---
- 60kil ETE FOOTING W/2 X l l ®( .� DATE:
r_0�11YL;A ��0 /P�A 4 KEYWAYANO(2) #5 BAR5 — °/; Rev, i FOUiNDATlO/I PL /1, F iRfT FLOOR PL /1
d C5 C RL�2 4i
— 0 BOTTOM SCALE = I/4" _ l'--O" -,' ,r ;. I fCCO/`ID FLOOR PLAA A/V �CTiO."
56ALE = I/4" - /�O" ,; } , s/zi,o� �zA ,
8/08/08 wwro AJ PCR axlrR j a
i 14 I omo/08 rOR nu ils
•I N0.OZOOHS/OQ` 17/3U/0q JfUED FOR PAID
I A ! lo;zz/09 z�v� A.
11/19/G9 RFv a L� ` CAD FILE NAME:
I
I- -_-_ -- - - --- - ---- ----- ---- - --- --- - ----------- ---- -- ! PROJECT TITLE: -- ----- ---- --- - -- - — 06-1281 / CD's i A-1
Nemschick Silverman, ! DATE: N
I SA PROJECT
�D . GE A/1D POOL 09 - 81
47PROPO
I
i --- --- -
430 Green Way, Cutchogue, New York 119135 -C. - _..-.. _....... ......... _..........__.. - I /i,��_fAU POOT ROD --- - ------ ------;
• � 0 N,�'� Ob 12
C 119J5 ! SCALE: DRAWING NO.:
Phone : 631-734-7007 Fax : 631 734—•7347 — — UTCHOGU , Y EN
�: _ _ __ /'/IOTEP
.IH _X0
_0
t �,nrv�,�.nemschicksilver�man.ccorr� j � DISTRICT: SECTION BLOCK:KC - LOT: � DRAWN BY:
FLOOR PL /`I /10RT�1 ! �COPYRIGHT
- 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C. I 1000 111 09 09 1 f C I
L� L=
TYPE UNIT DIMEN51ON MATERIAL FRAME REMARKS
40 YEAR AR6141756 7VRAL FIRST FLOOR
HIONE5 T POINT OF R06E A5PHAL T ROOF 514INC2LE. /0/ OVER HEAD GARAGE /0'-0'X 6'-O
- — - — - — PIA/Z77 E715 I M MA M A
I T 102 0111IT ')�4-\
dL�11-1-11-ILL-H.11 It L�ILL LLiD -ULL 11
12 12 RE510EN(5E
I I L
IdLILL J -L L L
T.O. PLATE TO. PLATE Ltl I � i d j PRE-HUNG T)II
iLl J J] I t i- -ILl I Ul 1--ji 11� fl-IL-11 103 HINGED - R.H. 3�-O"X (?1-6 FREN16H INSWING
31 L RRE 7 I0100D EXTERIOR GRADE FIN15H CRAFTSMAN STYLE
— a. +16�-// a. +16�-// '90
104 FR. HINGED-R.N.R. L.H.R. (2) 4�-Olf x&I-Ol' CEDAR PRE MJNO HOOD EXTERIOR GRADE FIN15H
12 12
q n � q
(j) CEO O O
2ND FLOOR FF <r 2ND FLOOR FF 12
316 1! *q�- I
CR- 17ERIA
EL. +q�-7 EL. 7 316 4 1 —
- CILI ��A71C CE-065�,RAFHI
T.O. PLATE T.O. PLATE
C 1;)E 5 1
6ROUND WIND 5= HINTER 16E SHIELD
L-15MI6 SUBJECT TO DAMAGE BY
MEN 6UTTER AND UNDERLAY- FLOOD
NEW GUTTER SNOW (SPIED IN DESIGN DE516N
I FP-05T LINE TER,
LEADER AND LEADER LOAD MPH) CATE60RY WEATHERING, DEPTH TERMITE PEr-A( TEMP. MENT HAZARDS
REOUIRED
m O e
MOD. TO 51-16HT TO
_; 103 O _ 45 P5F 120
G SEVERE 31-011 HEAVY MODERATE
TE 110 '(E5 N/A
-� >r r O O
103 O I -1 L J 0 0 B B
10XIO CEDAR
5 TA A BEYOND COL" 7'-6 IN,
TYPICAL 2 LANDIN6 AT 5 TOOP Dol
EL. +O'-4-112' ,
/ib,GARAGE 5LAB
GARAGE 5LABl-
"I'a. +o'-o
EL. fo'-o,, 5XIO EN6A&E-0 C-EI214RI 105(6'OVERNEAD
COLUMN TO MATCH PORCH, &ARA&E DOOR.
TYP16AL 2.
———————— —————————i7 ---------- --------- -----------
FOOTINI-9- BEYOND, MIN/k,&M 3'BELON GRADE CO 16.0 X 3�-011 �FOOTW6 BEYOND, MINIM5M %
A16RETE PIER 3'BELON GRADE
241-bN
I.D. MANUFACTURER MODEL R.O. REMARKS
A MARVIN OR EQUAL kiCN3646 3W X 4'-O V16"
IAT MARVIN OR EQUAL HrM2024 P-q`X 2'-O q1lb"
/® C, MARVIN OR EQUAL HrM2440 2 L/"X 3'-4 q11b"
SCALE = 114" /1-0"
D MARVIN OR EQUAL HL�M2656 2�-5,"X 4 L6 q,116
56ALE 114' = /'-0"
E MARVIN OR EQUAL NCM2436 2`-P'X3ILO q11611
- — - — - — HIGHEST POINT OF R/06E HIGHEST T POINT OF R19,17-E
12 12
tj
T.O. PLATE
EL. +16'-H T.O. FLA 7F
— - — - — - EL.-+16'-11 319A
NO-IE5:
ALL HINVOH55HALL IN6LI),9EIN5EC7-5CREEIV5, FACTORY HEAD AND 5EATBOAR,?5, AND
FACTOR)"EXTEN51ON JAM95 (IF REQUIRED
LZ---JL-
40 YEAR 12 12 2. ALL GLAZING HITHIN 16"OF THE FINISHED FLOOR 5HALL BE TEMPERED&LA55 A5 PER N),5
ARCHITECTURAL
ql A5PHAL T ROOF OEOO 60DE- VERIFY H/TH MANUFACTURER FOR 5PE61FI6 REQUIREMENTS PRIOR TO ORDERING5HINOLE.
O O
O O
G) 2ND FLOOR FF. a
12 2ND FLOOR F.F.a. +q
—T- -4- --14 a. 7 510 OIL
T.O. PLATE
EL. +6'-6 NEW ALUMINUM T.O. PLATE
+e�-6
GUTTER AND 5XIO ENGAGED - - - - - -
LEADER
CEDAR COLUMN.
(2)
CEDAR 5/DING 5,qE9 DOOR5LO 6EDA R
CEDAR 510IN6 ----7
IOXIO COLUMN T)IF16AL
2 5EE DETAIL (5)A-/
5LOI
GARAGE 5LAB
a.
--------------------------------
————— ——————---—— —
2,41-611 17————————— ————————— ——————
FOOTING BEYOND MINIMUM 161,0 X3IL
5'BELOH GRADE CONCRETE PIER
E ---- --
46 IA T SEAL- REVISIONS/SUBMISSIONS: I'DRAWING TITLE:FR VA \ D -
A,90
DATE: DESCRIPTION:
07/ .5/0 RLV
A LLrVATIO/j56ALE = 114" = PO " O" 18/20/07 �ZA2
J, 8/08/08 RLVYC 1)A/'VLR 0\✓ALR
08/10/08 FOR FILING
7/50/09 jlfUr[)FOR AID
10/22/09 RSV 5 A.
IN 11/19/09 RLV A I CAD FILE NAME:
06-1 281 CP's A-1
PROJECT TITLE: DATE: NSA PROJECT
Nemschick Silverman Architects P.C.
PROPOYEP GARAGE A/)P POOL
JULY-50, 2009 A-fA 06-1281
4705 11AJ-fAU POINT ROAD
430 Green Way, Cutchogue, New York 119:35 C-UTCHOGUC, AY 11955 I SCALE: DRAWING NO.:
%/ ' CHMA CUTCHOGUL /lr.W XOr - [ - I i
Phone : 631-734-7007 Fax : 631-734-7347 Af 110TIP
http://www.nemschicksilverman.com 1 DISTRICT: SECTION: LOT: DRAWN BY:
-21
1 FLOOR PLAN ,,"iORTP11 A
COPYRIGHT 2008 NEMSCHICK SLVEWIIAN ARCHTECTS P.C. 1000 lllt�� 09 09 1 -fC
g
------------ ------------------------Il 6YM30� AL66jENV B l( I 710 5 NO TE5
SYMBOL t��SGRIPT/OlV A.B. ARO R BOLT D. OD5r GENERAL NOTES
A,C.1. AMERICAN R.D. ROOF DRAIN
CONCRETE RE6Pr RECEPTACLE ALL WORK 15 TO CONFORM 7-0 THE RULES AND R55-MA TION5 OF THE 22. CONTRACTOR TO REMOVE ALL DEER/5 CREATED BY rH15 WORK FROM THE 23 FROV?VE P06KE7-5 IN HALL FOR COLUMN5, BEAMS AND 5LAB5. /0. ALL CONCEALED 5RACE5 IN HOOD FRAMING5HALL BE FIRE5TOPPED WITH
1N5T1TVTE REINF. REINFORCING LOCAL BUILDING REPARTI-ENTAND THE Wr5, BUILDING CON5TRUCT110N 51TE AND P15PO5E OF IN A LEGAL MANNER ON A WEEKLY BA515 OR MINIMUM BEARING ON HALL5 OR BEAMS: 4"FOR 5LAB5, 6"FOR BEAMS, HOOD BLOCKING ACCURATELY FITTED TO FILL THE OPENING AND ARRANGED
A.P.A. AMER/CANS WITH CODE. NO NOTE OR DETAIL OR LACK THEREOF 5HALL BE CON51DERED 50ONER IF CONDITIONS WARRANT. U.O.N.
015ABILITIE5 ACT* DN. DOWN A5 RELIEVING)EVIN5 THE CONTRACTOR FROM EXECUTION OF ALL WORK IN' TO PREVENT DRAFT5 FROM MOVING FROM ONE 5PACE TO ANOTHER.
X 5ECTION ELEVATION ADH, ADHE51VE DR. POOR 24. TOP ELEVATION OF 5LAB5 5HALL VARY ACCORDING TO FIN15H FLOOR
TACT- SEE TA6- SEE A.FF ABOVE 0 7L. DETAIL ACCORDANCE WITH ALL 57A TE AND/OR LOCAL COVE5. 23. AT THE COMPLETION OF WORK, rHE 517E 15 To BE CLEARED OF ALL MA TERIAL. 5EE AR6HI 755 TURAL DRAWINGS.
A PROVIDE BRID61%7 6�-O'oz. MAX(50L ID OR CRO55 BRIDGING),
ON6. AS DWG. AS FIN/SHED FLOOR DW-7. DRAWING DEBRIS AND EXCE55 MATERIAL5. THE FACILITY 15 70 BE LEFT BROOM 12. NOTCHE5 OR HOLE5 FOR PIPING ETC, IN 5 TRUC 7VRAL FRAMING MEMBER5
NOTED NOTED ALT AL TERN14 7F PPL5. DokEL5 2 ALL ELEC TRICAL WORK 7`0 BE FIRE UNDERWRITERS IN5PEC T50 ANO CLEANED AND now 15 To BE COMPLETED To rHE TOTAL 5A T15FAcrION 23. IN ANY APPROVED CON5TRUC TION JOINT, PROVIDE 2 YX 4"KEY MIN, AND 24 5HALL NOT BE PERMITTED.
ALIALUM, ALUMINUM EA, EACH APPROVED, 569MITCER71FICATE 710 OWNER UPON RECEIPT OF THE OWNER PRIOR TO RELE45E OF FINAL PAYMENT BAR DIAMETER LAP(/6q-MIN)OF REINFORCING,EXCEPT FOR 5LAB5 ON
ANOD ANODIZED E.11-3. EXTERIOR GRADE.
A.N.5.1. AMERICAN IN56LA TION 3. ELEC 7'RICAL CONTRACTOR TO VERIFY ELEC TRICAL SERVICE AND PIAR6EL 24, THE ARCHITECT HA5 Nor BEEN RETAINED FOR ADmINt5 TRA TION OF THE 13, DOUBLE J015T5 UNDER ALL PARTITION5 RUNNING PARALLEL H17H THE J015T5.
TAG- SEE NATIONAL FIN15H 5*TEM FOP ADEQUACY IN PROVIDING NEW ELEC TRICAL IN5 TALLA TION5 A5 CON5 TRUC TION OF TH15 PROJECT. 26. 5LAB ON GRADE 5HALL BE POURED IN 5TRIF!5� CON57RZTION OR CONTROL
ON6. AS ELEVATION STANDARDS ELEC/ ELECTRIC/-AL JOINT5 5HALL HAVE A MAX1t-VN 5FACIN5 OF 5OLO"IN EITHER DIRECTION 14, ALL FLOOR AND 5K)IL 16H T OPFNINC75 ARE To BE FRAMED WITH DOUBLE
NOTED BENCHMARK INSTITUTE ELECT 5HOHN ON THE PLAN5 UPGRADE, 5ERVICE, METER AND PANEL A5 H,A( 25. CONTRA C 71OR5 5HALL COOFERA TE H(TH ALL OTHER 7RAVE5 AID WHERE MAXI
AREA OF FOUR SHALL BE 2700 5a Fr HEAOER5 AND TRIMMER5, FULLY JOINED H1 TH 5 TEEL BRIDGES OR 117Eco5
APPROX. APPROXIMATE ELEV,,FL. ELEVATION BE REOVIRED. REQUIRED IN5 TALL ALL BVIL T-IN NORK, 5LEEVE5, IN5ERT5, ETC,A5
ARCH, ARCHITENT/ ENO. ENGINEERED REQUIRED FOR A COMPLETE JOB. 27. ALL WALL AND PIER FOOTIM65 5HALL BE MIN111VH 1211 WICK AND PROJECT 15 TO EL IMINA TE THE HAZARD OF MOISTURE CONDEN5A 7-10N IN GOLD HEA THEP,
-URAL EQ. EQUAL 4. ALL PLUMBING WORK 70 BE IN 57RICT ACCORDANCE HITH X'1�3. CODE 6"MINIMUM BEYOND ALL FACE5 OF NALL5 AND FIER5 UNLE55 OTHER AND TO PERMIT THE ESCAPE OF HEAT IN HOT HEATHER VENTILATION of
AVG. AVERAGE E01P. EQUIPMENT AND ALL APPLICABLE LOCAL REOULA TION5. 26. 5EE N.).5. BVILDIN6 CON5 TRUC TION COPE MANUAL FOR REQUIRED HOOP NOTED. ATTIC AND CRAWL 5PACE5 15 REQUIRED. BLOCKING AND BRIDGING 5h6VLD
B.O. BOTTOM OF ETC. ETCETERA FRAME NAILING SCHEDULE. BE ARRANGED 50 A5 NOT TO INTERFERE H17H THE MOVEMENT OF AIR.
DOOR TAG- B9. BOARD EX15T. EX15 TIN57 5. CONTRACTOR T9 EFFECT AND MAINTAIN IN56RANCE, I.E, CONTRAC TOR5 26 GROUT L15ED 5HALL BE NON-FERROU5 NON-5HRINK GROUT BY IN-PAKT' AND 16. ALL CATHEDRAL CEIL IN65 5HALL HAVE CCNT1MVt6 VENTILATION FROM
SCHEDULE 4 EXISTING WALL BLD6 BUILDING EXP. EXP05E,9 LIABILITY,HORKMAN 5 COMPENSATION, COMPLETED OPERATIONS, ET6. 5HALL A 77A IN A 5 TREN67 TH OF 4,000 P51 IN 7 DAYS,
DOOR 5GHD,- TO REMAIN B.F.P. BACK FLOW EXr EXTERIOR ADEQUATE FOR THE FURP05E5 OF TH15 PROJECT AND FURNISH PROOF OF CONCRETEEAVE57-ORIDOE51ZEIN5tlLATIONA(5COROINC7L)� PROVIDE314"dlo. VENT
HOLES A5 NEEDED 7-HRO 5KYL16HT FRAMING TO MAINTAIN CONTINUOUS
FREVENTOR F.D. FLOOR DRAIN 5AME TO THE OWNER PRIOR TO COMMENCING WITH WORK. 2q. ALL 5LAB TEMPERATURE REINFORCEMENT TO BE FIBERM55H CONCRETE VENTILATION.
BLK. BLACK FPN, FOUNDATION ALL CONCRETE WORK 5HALL CONFORM WITH THE REOUIREMENT5 OF THE REINFORCEMENT A5 MANUFACTURED BY FIBERME5H CO, OR APPROVED
B . BLOCKING FIN, FIN15H
FIXTURE
NOTED.
WINDOW TACK- PROPOSED HALLS BRO. BEARING Fl.>�T 6. EACH 5bSCONTRACTOR 5HALL 5U91-11T A CCP),'CF H15 IN5URANCE AMER/CAN CONCRETE IN5T17UTEA.C.1-3o LA7E5rEomoN, EQUAL. MIXIN5 AND PLACEMENT 5HALL BE IN ACCORDANCE To /7. DOUBLE J015T5 UNDER ENTIRE BATHROOM AREA UNLE55 OTHER
REFER TO BTM. BOTTOM FLR. FLOOR COVERA6E(HORKMAN5 COMPENSATION LIABILITY, DISABILITY) TO MANUFACTURERS 5RECIFICATION5 /b. THE CONTRACTOR 5HALL BE RE5PON51BLE FOR COORDINATING ALL
O SCHEDULE 4 BT74, BETWEEN FRZ. FREEZER THE OWNER PRIOR TO COMMEN51NO HORK. EACH 50�,ONTRAC TOR.5HALL 2 coNcRnE CONTRACTOR ro 5ErAN9 PLACE FORM5 WITH 5TRICr
DOOR SCH1,).. FLOOR PLANS CAB. CABINEr FT FEET/FOOT 5U9M1 T LIEN RELEA5E5 PRIOR TO R55VE5 TIN551 FINAL PAYMENT ATTENTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVA TION5. REQUIRED INSPECTIONS OF THE ROUGH AND FINAL FRAMING
FOR SIZE Cb.F COMPAC TED FTC. FOOTING
FILL CA. C7A&E1611AC5E 7. CONTRACTOR SHALL AT ALL T#-E5 PROCEED WITH WORK A5 To MINIMIZE 5 TEEL 1q, THE CONTRACTOR 5HALL INCORPORATE ALL REQUIRED 57RAP5, AN57LE5,
OAL. GALLON .3 CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LA TE5 T TIES, SUPPORTS,ETC. A5 MAYBE REQUIRED FOR PROTECTION CFSTRUCTURE
PROPOSED DOOR G.J. C(2NTROL JOINT &AL V GALVANIZED THE OWNERS INCONVENIEA16E,AND 5HALL DO 50 IN A WORKMAN-LIKE A.C.1, 5PE61FICATICIN. 1. ALL 5 TEEL FABRICATION AND ERECT/ON 5HALL CONFORM rO A 15C FROM FORCE5 OF NATURE. TH15 INCLUDE5: ROOF TO ROOF, ROOF TO WALLS;
REFER TO G.L. CENTER LINE O.C. OENERAL MANNER. WALLS TO AALL5 AND WALLS TO POUNVA TION. THESE FASTENERS rIE5
Ax REVISION TAG FLOOR PLANS a6. GE/LING CONTRACTOR -4. ALL TEMPERATURE REINFORCIN5 5HALL BE 5Vrr1C1ENTLK EMBEDDED To 5RECIFICA TION5 FOR 5 TRUC 7VP,4L STEEL,LA TE5 T EDITION. 5HALL BE A5 MFR2?BY 5IMP50N OR APPROVED EQUAL.
AND 5GHED. ao5, CLOSET ODI GRADE e. ALL 5AL VAC75ABLE MA TERIAL5 AND EQUIPMENT INCLUDING FIXTVRE5, DEVELOP FULL 57RENOTH IN ALL CONCRETE HALL5 AND 5LAB5. 2. ALL 6 TRUC nPAL 5 TEEL 5HALL BE A5 7Y A EXCEPT 5 TRUC 7URAL TUBE
FOR SIZE aR. CLEAR CIL, &A55 FURNISHINGS AND DECOR ITEMS 5HALL BE STORED AND PROTECTED FROM
COL. COLUMN GYP GYPSUMHHICH 5HALL BE A5TI-f A500 GRADE B. AND 57RZTURAL PIPE k1HICH 5HALL
GONG. CONCRETE H.C. NAND/GAP DAMAGE UNTIL THE OWNER DtTERMIN65 THE CCVR5E OF ACTION 7-0.BE 5. PROVIDE ADEQUATE TIE5 FOR ALL 5 TEEL REINFORCED IN 5LAB5,BEAM5, BE A5TM AWI.
COND, CONDUIT AOCE551BLE TAKEN HI TH 5A ME.
ST LI OF r7RAKN65 CONN. CONNECTION H.c. HOLLOW CORE FIER5, AND HALL5, REINFORCED TO BE HELD A r CORRE6 7'D15TANCE FROM 3. ALL STRUCTURAL 5rEEL USED A5 EXTERIOR HALL LINTEL5 5HALL BE
CON5r CON5 TRUC TION H.D. HIGH VEN51 7Y FORM5 AND EARTH B) 57EEL CHAIR5 OR TIES.
CONT CONTINVOU5 HDR. HEAVER 1 PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO
GALVANIZED.
CQN7R. CONTRACTOR HDN. HARDWARE REMAIN IN SERVICE IN 5UCH A MANNER A5 TO AVOID INTERRUPTION,OF
C5-1 - N07EO, L-j5C5ENrP ANZI ABBRj5VIATIONO G.T. CERAMIC TILE HDW. HARPH000 THESE LINE5 UNLE55 OTHEW15E NOTED, ALL EX15TIN6 UTILITIE5 5HALL BE 6 FOLLOW C.R.5,1. ROLE5 FOR PLACING ALL REINFORCING 57EEL AND 4. BEAN CONNECTION5 SHALL BE VE5167NED TO HITH57AND ONE-HALF THE
H.M. HO MET
A T OW
Pl=- - FROI=05EL�) BLOT PLAN, 5CHEL71ULE3 ANL;l N07E5 C.5.1, CONSTRUCT/ON 5) ALTERED, CAPPED, OR RELOCATED IN A MANNER APPROVED B),' THE ACCE55CRIE5. MAXIMUM ALLOWABLE UNIFORM LOAD FOR rHE PARTICULAR BEAM AND E C E lu, F 5PECIFICA TION HT HEIGHT GOVERNMENTAL AUrHORITIF5 AND UTILITY COWANIE5 HAVING-VR15DIC rION 5PAN CONDITIONS SHOWN OR THE LOAD INDICATED ON DRAMIN55,
fit--I - FOUNL;IA71ON PLAN, FIRST FLOOR PLAN IN5 TI TVTE H.VA.C. HEATING, 50 A5 TO GUARANTEE A COMPLETE INSTALLATION, WHICHEVER 15 GREATER.
FIF
I ul 'I
cu. CUBIC VENTILATION,AIR 7, CONTRACTOR 5HALL SUBMIT CONCRETE MIX REPORT H17H I j I
CONPRE55ION 7E5T RE5M T5 TO ENGINEER FOR REVIEW PRIOR TO
5ECONL;1 FLOOR PLAN ANLP -,'-3EC7/0N DBL. DOUBLE CONDITIONING 5. HELVIN57 5HALL BE IN ACCORDANCE WITH AA5 5FECIFICA TION.5 V51N57 MAY 19 2M
066. R557REE5 46. 150LA TED GROUND A CONTRACTOR 5HALL PROTECT, PATCH AND REPAIR ALL EX15TIN5 WORK 5 7A R TIN55 FOUNDATION CON5 TRZ TION.
A-2 - ELEVA 77/0N5 VIA. DIAMETER INCHE5 ADJACENT TO H15 WORK, OR DAMAGED A5 A RE5VL T OF H15 WORK. E70-XX ELECTRODES.
DIN. VIMEN510N INCL. INCLUDEIED WHERE EX15 TIN57 MA TERIAL5 ARE TO BE MATCHED CARE 15 TO BE BIN, 'Irri.
A-3 - HALL 54=-C7/ON ANZ� 37AN1::IAR.,;� 5TRA)=1=1NC-, s INFO. INFORMATION 6. REPRE5EN TA TI VE 7E5 T C'44 IMPER5 5HALL BE TAKEN FROM THE CONCRETE 6. ALL 80L T5 5HALL BE A5TH A-325N AND 5HALL 13E INSTALLED TO A 5W&
IN5bt. INSULATION IN57L. INSTALLATION/TALLA TIOW TAKEN IN BLENPINC7 COLCR5 AND REPLICATING ADJACENT FORM5 AND PLACED EACH DAY IN ACCORDANCE H1 7`H CONCRETE 5PECIFICA TICN5. CONDITION A5 DEFINED INA 15C 5PECIF16A TION5 INT INTERIOR
CONNE07ION PETAILO J BOX -VN(5 INSTALLED ED CONTaR5,TION BOX TE5TINC75HALL BE PERFORMED AT 7 AND 26 DA),15.
-6r J015T READ, REQUIRED 7. ALL WELDERS 5HALL BE-CURREWL), CERTIF150. THE FOLLOWING
JT JOINT RM. R0014 12. BEFORE 50141 TT/NO ANY PROP05,44, /r 5HALL BE THE R-E5PON51BIL PTY CERTIFICATIONS ARE ACCEPTABLE. NEW )IORK 5 TA TE, NEW )eORK CITY
IN, SUPPLIER R.O. RQt6tl OPENING OFTHE CONTRACTOR 10 FAMILIARIZE HIM5ELF WITH ALL EX15 T1* q, ALL ME5H 5HALL BE 5PLIcED 5o THAr THE OVERLAP BETWEEN CUTERM05T DEPT OF BYILDIN575, OR TE5 IIN5 LABORATORY CER TIFICA TION ro THE AH5
LAN, LAMINATE R.T.1). ROOF TOP UNIT
LAV L A VA TOR'r BAN. SANITARYCONVITION5, MA TERIAL5 TO BE MATCHED, HORKIN6 5PACE A VAILAE9LE, CROSS HIRE5 OF EACH 5HEET 15 NOT LE55 THAN THE SPACINGOF THE CODE.
LB5. POWL25 5.C. 50LID CORE 5AFE7Y FRECAUTION5,ETC. REQUIRED FOR THE 5AFE AND EXPEDIT1005 CRO56 HIRE5 RL05 TWO INCHE5, UNLE55 OT14ERH15E 5HOHN ON THE
L.F. LINEAL FOOT 5CH9. SCHEDULE EXECUTION OF THIS CONTRACT FAILURE TO DO 50 WILL NOT BE DRAWING.
L.P. LOW POINT 5EC 7'. 5ECTION 6AU5E FOR EXTRA C05T5 TO THE OWNER OR OWNERS REPRE5EMWTIVE5.
M47L. MATERIAL 5.F. 5WARE FEET CONTACT THE ARCHITECT lmmmAmLY IF FIELD CONVITION5 ARE 10, ALL FOUNDATIONS 5HALL BE CA5 T ON UND15 TURBE9 OR CONTROLLED PAINT/NO
MAX. MAXIMUM 5HT 5REFT POUND TO BE OTHER THAN rPO55 5HOHN HEREON PRIOR TO PROCEEDING COMPACTED 501L HAVING A MINIMUM BEARING CAPACITY OF TM(2) TON5
MECH. MECHANICAL 51M. 51MILAR WITH WORK AFFECTED B) 5AME. PER-';(-WARE FOOT UNLE55 OTHE-RH15E NOTED(5U9,E6T TO FIELD I. ALL 5 TEEL AFTER FABRICATION$HALL BE TH0RQU6hL Y CLEANED OF RV5 7,
MI6HAWFACTURER 5M. 5MALL
MIN. MINIMUM -PEGS 5PECIFICA TION5 IN5FEC TION AND VERIFICATION BYCONMAC,T094 DIRT, L005E MILL 5CALE,AND OTHER FOREIGN MATTER. AFTER GLEANING,
N156. M156ELLANEOt6 -CIO. 56VARE 15. CONTRACTOR 5HALL VERIFY ALL DIMEN51ON5 PRIOR TO 5 TEEL 5URFACE5 5HALL BE 5Hop-PRIMED H1 TH ONE COAT OF METAL
/If". MILLIMETER
M.R. 1-10157URE c 50. FT 5OUARE FEET FABRICATION. PRIMER, AND ONE GOAT COLOR TO BE 5,=LE6TED BY OWNER, pAIN-r CCA T5
AE5157ANT 5,5., 515 5TAINLE55 57EEL /I MAXIMUM STEP OF FOOTINGS 5HALL BE ONE VER TICALL Y TO TWO 5HALL BE FILL WETTING, APPLIED TH0Pa)r5bt)eAND EVENLY' 710 THE
MM MOUNTED 5TV. STANDARD 14, D15CREPAN61E5, ERRORS, 0415510N5,ETC., IN ANY PORTION OF THE HORIZONTALL)e HHERE ELEVA TICN5 CHANGE 5URFACE5, AND FREE FROM 5FRA),'Du-r?r, RuN5 OR 5A65
MTL. METAL 5 7L. 5 TEEL DRANINC75 WHICH ARE AT VARIANCE WITH THE LAW ORDINANCE5, RULLE5
N.I.C. NOT IN CONTRACT 5 TRbC T 5 TRYC TVREI-AL OR R561A TION5,BEARING ON THE CONDUCT OF rHE WORK 5HALL 5E 12. ALL RETAINING AALL5 5HALL BE ADFOUA TEL)rBRACED DURING 2 PRIMER 5HALL BE 05T-O-LEUM 10654 R6T-INHIBITING PRIMER OR
NOM. NOMINAL 511PPL. 5UPFL'r1-1EP APPROVED EQUIVALENT. 5Eww coA r 5HALL BE RV5 7--O-LE&M 1060, OR
NOTE: N0.1". NUMBER 5tl5p. 9J5PENDEP REPORTED PROMPTLY TO THE A RCHI T5C T. CON5TRZTIONTOt4AINTAIN5AFEIYAW5TABIL17)� BACKFILLIN65HALL APPROVED EQUIVALENT.
N.5.F. NATIONAL TI TOP OF NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED q01$ OF THE 5FECIPIED
5AH1 TA TION 723. THROUGH BOLT 15 IF CON91 TION5 EN60NTERED DURING CON5 TRUC TION DIFFER DE5167N 5 7REN&7H. 3. AFTER ERECTION, TOUCH UP ALL FIELD CONNEC TICN5 AND ABRADED
THE DYTIE5 OF THE ARCHI 756 T ANDS H15 EMPLO'KEE5 OR AGENTS 5HALL FOUNDATION T$B TOP $ BOTTOM
TERMINATE WITH THE COMPLETION AND VELIVER'I'OF WORKING PRANIN(55. NT5, NOT TO-SCALE T$C7 TONGUE $ GROOVE FROM filHA T 15 SHOWN ON DRAWINGS, THE ENGINEER 5HALL BE 5URFACE5 H1 TH 5ANE TYPE OF MATERIAL t6EV FOR 590P COATING.
THE AR(5H1 T55 T 15 NOT RE5PON51BLf FOR 5UPER V15ION OF CON5 TRUC TION O.A. OVER ALL TEMP. TEMPERED NOTIFIED IMMEDIA TELY AND WORK 5HALL L L NO T PROGRESS UN TIL 13. ALL CONCRETE 5HALL A 7TAIN A MINIMUM STRENGTH OF.3,000 P51 @ 26
OF THE PROJECT, NOR DOES THE ARCHITECT HAVE AUTHORITY TO AC T ON O.C. ON CENTER TYR T(PICAL ALL PROBLEMS ARE RE50L VIED TO THE 5A T15FAC TION OF THE DA Y5, FOUNDATION, 5LAB5 ON GRADE AND CONCRETE EXPOSED TO
BEHALF OF THE OWNER OR THE CONTRACTOR UNLE55 NOTED OTHEW15E IN OPW-7. OPENING U.L. UNVERhRI7ER5 ENGINEER. WEATHER 5HALL BE AIR ENTRAINED,
WRITING. OPT OPTIONAL LABORATORIE5WppD
OPP OFF051TE W. M 77RA VIOLET 16. ALL 569CONTRAC TOR5 5HALL BE RE5PON515LE FOR FILM AND 14. ALL CONCRE7E REINFORCING 5TEEL 5HALL BE IN ACCORDANCE WITH A577f
ARCHITECT 5HALL NOT BE RE51PON51BLEFOR THE ACT5 OR ON1551ON5 Ft. PLATE V VOL TA 10L TAGS OBT41NIN57 APPROVALS FOR THEIR WORK NHICH MAYBE REQUIRED. A-615 GRADE 60 DEFORMED BARS. I. ALL LUMBER 5HALL BE DOU55LA5 FIR LARCH NO. 2, F5 = e75 P51, FV C1 5
THE
OF THE CONTRA6 TOR OR ANY 50-CONTRAC TOR OR ANY OF THE PL M9 PLUMBING VB, VAPOR BARRIER F51, E = 0500,000 P51, MAXIMUM M01577)RE CONTENT<Mg.
CONTRACTORS OR-5VB-,C0NTRA6TOR5 EMPLOYEES OR AOENT5, OR ANY PLYW. PLYWOOD V.P. VENT PIPE /7 ALL $11BCONTRAC TOR5 5HALL PROVIDE ALL EQUIPMENT, TOOL5, FENIC95, 15 WELDED HIRE ME5H 5HALL BE IN ACCORDANCE WITH A57M A-165
PHL. PANEL VERr VERTICAL TRANSPORTATION 5AFEC-VARCro, ETC,A5 REQUIRED FOR THE PROPER 2 ALL 57ZID LUMBER 5HALL BE DOt6LA5 FIR LARCH 5W GRADE F29 = 675
OTHER PER50N5 PERFORMING ANY OF THE WORK PR. PAIR N/H/O H17" EXECUTION OF THEIR WORK ITHOUT 16. ALL 5 TRO6 TURAL MEMBER5 5HALL BE POURED FOR THEIR FULL DEPTH5 IN P51, FV= 95 P51, E = 1,400,000 P51, MAXMAXIMUMPREP PREPARATION/ PC, kvoD ONE OPERATION. CONSTRUCTION JOINr5-506H A5 A PA)15 POUR JOINTS
MOISTURE CONTENT<1qX
PREPARED ilon. HIMPOH 5HALL BE LOCATED IN THE MIDDLE OF THE 5PAN, MAIN REINFORCING TO
P5.F PCVND5 PER /b. ANY FROM THE ARCHITECTS DRANIN55 MUST BE 5Y8M1MD 3. ALL "D CON5 TRZ TION 5HALL COI'-Rr HI TH THE NATIONAL DE5167N
50VARE FOOT H.H. M TER HEATER KEY AND RUN ThR
70 THE ARCHITECT IN ARI TIN57 FOR APPROVAL. ar-SH THE JOINT, ROt6hEN JOINT5 TO EXP05E
SPECIFICATION FOR HOOD CON57RUCTION, LATEST EDITION
P.5.1. POUNDS PER HE 44 TER PROOF A66RECA TE FOR CHEMICAL BOND.
56VARE INCH HT. WEIGHT 4 ALL "D EXP05ED TO WEATHER 5HALL BE C6A TREATED IN
PT PARTIPOINT 11Y.H.F. HELPED HIRE Iq EACH CONTRACTOR AND 501960WRACTOR 5HALL BE RE5PON51BLE fFOR /7 NO HORIZONTAL JOINT5 5HALL BE PLACED IN NALL5 EXCEPT A5 5HOHN ON ACCOFDAN6EH17HAFPA 57ANDARR5.
PVMT RA VEMENT FABRIC MAINTAINING 5AFE7Y ON THE JOB 517E DURING THE CON5 TRUC,TION THE DRANIN65,AlThCUT THE APPROVAL OF THE ENGINEER,
PHASE TO COMPLY H1 TH THE R56)LA TION5 AND REQUIREMENTS OF TINE 5. ALL WOOD CONNE6 ORS SHALL BE BY "51MP5ON" '7550" OR
OCCUPATIONAL 5AFETY AND HEAL 71H ADMIN15TRATION. TH15 5HALL 16, MAXII'VN LEN6 TH5 OF FOUNDATION HALL POUR IN ONE OPERATION 5HALLAPPROVED EOUAL.
INCLUDE BUT ARE NOT LIMITED TO. PROVIDING ALL NECE55ARY BE NO HOPE THAN TWO CON5ECUTIVE COL"DIM. OR 60 FEET
TEMPORARY-5IFFORr5 AND BRACIN5,AS MAY BE REQUIRED PRIOR MO
THE THE IN5 TALLA TION OF NEW 5 TRUC WRZAL ELEMENP✓, A5 WELL A5 Iq CONCRETE CONTRACTOR TO BE RE5PON51BLE FOR 5E71N5 ALL ANCHOR 6. MIX9Z5 DE51694 TE7 AS 16AN6,LAW OR %Al-#NA 07 VVff R L049ER N
ADEQUATE AND PROPER BARRICADE5, RA IL IN65,LIGHTING, 5 TA IR5,LTG• BOL T5 AND LEVELING RLA 7F5 OR IL Vt 0 SqA L L f�~A 6 M ZW IN A 6 C OR PAB,-E NTH 9:FC IFICA r/0Z
REWIRED TO PROTECT THE WORKMAN, OWNERS PER50NNEL AND f5rLCV151A94 PACIFIC CORP N0605=7r:6 5HALL BEPERMITTED
OTHER5 FROM 1N-bR*KDUE TO CON5TRtICTIONHORK PROVIDE FREE' 20, PROVIDE CONTINUOU5 2X6 TREATED 5ILL PLATE OVER TERMITE 5141ELD HI�r 77E&&Nff 9Z5 APPROVAL.D1516N 51RE55E5 ARE AS FOLLOMt
AND SAFE PA55AC7E FOR PER50N5 TO AND FROM AREA5 AND TIED INTO FOUNDATION HALL5 WITH 112"ANCHOR BOLT58'-0'0.C. (/'-O' FB = 2N52�151,FV-2101151,E-Z000.00OP51
FACILITIE5 WHICH ARE TO REMAIN. MAX. FROM ALL CORNERS)WITH/0"min EMBEDMENT PROVIDE 5ILL I TtE ARCHITECT 5HALL PROVIDE 6ALCMA noI6 To TIE coNmAc ToR r-oR
20 FIWRED DIMENSIONS 5HALL GOVERN 5MALL SCALE DRMIN65 WHERE VERIFICATION AND GROUT 5ILL PLATE TO HALL. VERIPICA 77ON OF LOADS AND BEAM 51Z-5 HITH,M PRIOR To OWERIN6
DIMEN51ON5 ARE ESTABLISHED BYCONVITION5, IF EXISTING,EACH 21. FLOOR SLABS ON GRADE TO BE 4"POURED CONCRETE HITH 6x611 4XI 4 GA. AND HAqFACn#Z=- N077r-YARCH11WT OF ANY D150�1FANCIE5, IN 1-1
CONTRACTOR 5HALL MEA5URE EX15TIN6 CONVITION5 PRIOR TO CROLERIN67 HIRE REINFORCING AND 5 TEEL TROWEL FIN15H, PROVIDE 112" ?FJ77N6,,5AVtLD` ThEW BEA PR46-EM.
MA TERIAL5 AND COMMENCING WITH HORK, FRENCVLOED EXPAN51ON JOINTINC,AT FLOOR 5LAB AND FOUNDATION B. J015T 51ZE5 AND 5PAC)N5;, GIVEN FOR D006-FIR LARCH#2(fb = /,/75
HALL. PROVIDE 2"(R-10 m1n)RIC71D 1165LA TION 2 LO"EACH HA)' (FOR P51 FV = qO P51 AND E=46XIO P50. VERIFY 51ZE5 WITH ARCHITECT IF
21 GENERAL CONTRACTOR AND H15 5665 ARE RE5FON51BLE FOR ALL L,A r- HEATED 5RACE5) OTHER 5PECIE5 OR 6RADE5 ARE USED.
OUT WORK, INCLUDING 5PE61FIED LAY-OUT PRANINC75 A5 REQUIRED. 22. ALL 5LAB5 ON CRAVE 5HALL HAVE T916KENIN575,DEPRE551ON5,
6ENERAL CONTRACTOR 5HALL COORDINATE RE5PECTIVE 569CCNTR�A6TOR5 OREMN55, ETC,A5 REQUIRED OR A5-50M HEREIN OR ON q. THE VE516N LIVE LOAD IN LIVIN6 AREA5 15 40 P5F(Vt=10 P50 ATTIC LIVE
50 A5 NOT TO CAb5E UNDUE HARDSHIP,DELAY AND INTERFERENCE)WIN ARCH17557VRAL DRANIN1575. LOAD 15 20 P5F(VL=5P5F)ROOF LOAD 15 50 P5F(DL=10 P5F). ROOF 6PAN5
CONLVC T OR WORK. AND 5PAN5 IN LIVING AREA5 ARE LIMITED TO A DEFLECTION OF L4;60.
SEAL: REVISIONS/SUBMISSIONS. DRAWING TITLE:
DER DATE: DESCFRIPTION:
Ob/04/07 Rry i
/IOTU, LEGUIP AND
07/05/07 RrV
8/21/07 NA AbbRE VIATIO/If
4 MM8 RtVj/U?A,(PLIZ OWER
wi
08/10/08 FOR NJAG
IPA
7/30/09 VJUED FOR 15io
CAD FILE NAME:
11/24/09 FOR FLOG
Icy 06-1 281 /C75/ Pr RMITJT-T 112209/CY-1
Nemschick Silverman Architects P.C. PROJECT TITLE: DATE: NSA PROJECT
PROPO-/T-12 GARAGE A/11) POOL I`iOV 24, 2009 11-fA Ob-1281
4705 /NAfJAU POOT ROAD
SCALE: DRAWING NO,:
CI)I
430 Green Way, Cutchogue, New York 11935 Mum M CUTCNOGuf, /V 11935
Phone : 631-734-7007 Fax : 631-734-7347 A-- -C-N- -M- - n U -- AY NOTED
http://www.nemschicksilverman.c.om DISTRICT: SECTION: BLOCK:FLOOR PLA/N /iORTH cm COPYRIGHT 2008 NEMSCHICK SLVERMAN ARCHTE L CTS RC. ill 09 LOT: 09 DRAWN BY: YC
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r rr r n n r n r n r n5-e 112 T.O. GONG. 5LAB ROOF LINE
___fLEV HALL BELOW
I d
SHBD
L L
(4)0 1.314 L VL T14RU BOLTED 624 O.G. 5 TA 66ERE,19(FL 16H ry
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AT SHED ROOF. < — iv
/0' 7�EA 25
SLOPED ao ELEV. 0'-0"
ABOVE.
LINE OF ROOF
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BELOW T 3'-O`H HALF WALL
—; :=g 2X(?P05 7' BLOCKING�61`AN_ F7-
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14X6 ACO RR Id , 1 4'1" 1 1 1
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IQ; F 2X(? P06
LIP 4q�T) OP 4 INTERIOR XALL5(r)"FICAL)AND CEILIN& G). - 1 0)2Xb
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OF 6ARA6E, M!6T MAINTAIN A514 HCVR -B:25T
RfF Sq NZ V (2)2X12 RIDGE(2)2Xe PITCH PTO FIRE RE515 TAN6E RA TIN& --Sc— - — - — — — — — —
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2X6 0)2X6
T.O. F.F. — — — — — — — — — - P05T
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m —_______L =- - 0. l CAR &ARA&E 0)2X6 H9R,
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: —
- — - — - — - — - — - — - — -
F!
it ' 3-1/2"STEEL -q-112 STEEL
BA THROOM COLUMNS. COLUMNS.
E
(2)25(12 HDR
L
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7Erl GE 4
T
",+R
COL" TO MATCH OVERHEAD A-I
PORCH, TYPICAL 2 GARAGE
DOOR.
2-4 3'-3' 2 2 5'-3" 2�4" NOTE- 51-6 11211 3-2" 61-511 f'-2 3'-2" f-b 112"
I SECOND FLOOR FF BASED ON 150,41,
A55WEV GARAGE 5LAB AT 0'-0` 7 e-
2. ALL DIMEN51ON5 ARE MEASURED TO
Ap/ A! l PIN15HED MA TERIAL5.
3. ALL EXTERIOR WALLS 5HALL BE
SCALE 114' z /'-O' 2X(2 FRAMING.
4. ALL HEADERS SHALL BE(2)2XIO,
--L00R FALAN
SCALE 114" P-O'
DROP FOO TZN6 AT
6 ENINO.
DOOR OP
--j
PROVIDE CON;T. RIDGE VENT /011
r
(2)2X12 R106F 014 411
9 T.O. FNL>HALL 11201
-21 40 YEAR ARCHITECTURAL
r 112 11
0 ABOVE GRADE e' 12"
ASPHALT RQ01F 5HIN&LE.
24X24XI2 SPREAD 2XIO RRWITH j R-30 BATT
FOOTING H/TH 5 TL INSULATION. PROVIDE
COLUMN ABOVE BAFFLE FOR AIR FLOPY.
2X6 PIT HOOO
...............
12 12
6 RA 15ED GONG. SLAB \ 3 BLOCKING(TrP)
W 6X65XI.4XI.4 MN 7 112'? 0)2XO HDR UP5ET
HEAVER, TYP DORMER T.O. PLATE
HINDON5, 316
H9R HT' 6X6 P/r N009 POST
24X24XI2 5PREAD 11112
I I EL. +/67 L3 310 Ul ALIGN W CNTR OF FTC7
FOOTING WITH POST PROVIDE CONT
BELOW
ABOVE.
SOFFIT VENT
P05 T5
I"CEDAR TRIM ALL
ITS
AROUND TO MATCH
FROM 6 CON6RETE 5LAB ON&RAVE H/(?X6
ABOVE WELD HIRE MESH. ON 6 MIL VAPOR 12 H005E. MITRE ALL
BARRIER ON 6'C7RA M BASE 2X6 EXTERIOR OUTS/DE 596E5 AND JOIN
HALL5 W R-111 BATT 1 11
PROVIDE PEB
INSULATION. IL W GLUE AND BISCUITS.
5TIFFENER BLK5. 2NL')FLOOR F.F.
WHEA7ED 5
EL. +q'-7 3161?oL
3 X16 10 GONG. T.O. PLATE OL
A
PEERS(31 B015E H-71e AJ525 EL. +6'-6" ® l�1/ l/ Q'
BELOW GRADE)
6 16,"0.6. N/R-30 7A
4! r"p- 24X24XI2 SPREAD BATT INSULATION. PROVIDE AND INSTAL 5CALE 3'z: /-O'
N IPE_X C 5U
"1 11-1-J 7'-0 //z' FOOTING HIM 57L 7yp M \ \\— (2)2X12 HDR
BOARD ON CEILINO
60L"ABOVE (4)/0 11 X I 314N
(4)/6'X 1514"L VL L VL THRU
I 5A RA 6� loxv-(2"OVERHEAD -71 BOL TEV AT 2'0.C.
rhR11 BOLTED A T 2' n. 67ARACGE DOORS STAGGERED(FLUSH FRAME)
O.C. 5TAC-6ERED
(FLUSH FRAME)
L ORAVEL. DRIVEWAY.
HAUN6HED FOOTING
—_j 52-1 ORE T404AR-CS- DOQRWA)�
GARAGE SLAB
p FOOTINGS A T IN C
�DOOOR OPENINGS.
6 PWREP CONCRETE a. *o,
FOONVA TION WALL W
/L2" qL7" (2) #5 BAR5 a TOP HALL 5f6TION HANNCHED FOOTING AT
AND BOTTOM ♦ 11A-3 GARAGE D00R5. B.O. FT'Od-,
EL.
SEAL.• REVISIONS/SUBMISSIONS: DRAWING TITLE:
16"X 6"CONT FOUREL? FOOTING BEYOND. C, DATE: DESCRIPTION:
CONCRETE FOO TWO W 2 X 0�5/04/07 RI1V I fOU/10ATIO/i PLA/1, riR,/T FLOOR PLAN,
4 KErHAK AND(2) #5 BAR5 07/05/07 RrV2 �,
OUIA T/OA/ /A A A 8/21/07 BZA fr-CO/V FLOOR PLAN AM)_/T-CTIO/I
6 BOTTOM 8/08/08 Rr-vytp V PAR OwAm
08/10/08 MR FIUAG
5CALE 114' = /LO' 5CALE:: 114" /'-0" 7M/09 Vff'K BID
2-
10/22/09 CAD FILE NAME:
Or 11/24/09 OR FLOG
06-1281 /C[2'5/ PERMIT,/'ET 112209/A-1
PROJECT TITLE: DATE: NSA PROJECT 4:
Nemschick Silverman Architects P.C.
PROPOjr-[7 GARAGE A/11) POOL NOV 24, 2 t-VA 0(5-1281
009
% 4705 /WfAU POINT ROAD SCALE:
430 Green Way, Cutchog ue, New York 11935 1 CUTCHOGUE, /V 11955 1 DRAWING NO.:
A-f NOTED
Phone : 631-734-7007 Fax : 631-734-7347 ------
D04
.4
y
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
http://www.nemschicksilverman.c:om
A-1
U FLOOR PLAN /`IORTH o COPYRIGHT 2008 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 111 09 09
L) L. E2.22
No. TYPE UNIT DIMEN51ON MATERIAL FRAME REMARKS
FIR5 T FLOOR
40 YEAR A R6HI 755 nPAL /0/ OVER HEAD GARAGE 10�0'x V-6'
HI&HE5T POINT OF RIDGE A5FHAL T ROOF 5HIN57LE.
711A IZ;n EX151 M FrAM ot I � - 1 I L
102 HINGED - R.H.R. 2'-6"x6'_8ft SOLID CORE M450NITE PRE-HUNG WOODRE51VENCE 12 12 L _L1 .11 1-- _L1LLL_u____L_1_j- 1 -TO, PLATET.O.O. PLATE LLJLLIL i 1- 1�ILi LJ- i 11LI- _U j_1 LjLiu L�Ju_j 103 HINGED R.H. 3'-O'Xb'-8' FRENCH INSWING PRE-HUNG N009
EXTERIOR GRADE FIR15H CRAFTSMAN STYLE
EL. j1(L//510 EL, tl(L//5161
104 PR. HINGED-R.H.R. IL.H.R. (2)4-0'x b'-O' CEDAR PRE-hVIV(5 HOOD EXTERIOR GRADE FIN15H
ZE
V
12 12
VT_
��L dL-LL
E iL E h I E Lj 1-1 rE;: L�_i r: L1 LiLiLj Lil
_11
_1�L LA h I T-�yi_ -E-�'
2ND FLOOR F.F. 2ND FLOOR F.F. 12
N HL-1
EL. +q'-7 EL. -fq'-7 5 111
I I I A 71 C., 4 6;E0SRAf=H1Co, r�)E51C-wN CR17ERIA
T.O. PLATE TO. PLA TE
EL. fb=b" EL. 0'-6 GROUND WIND 5E15MIC SUBJECT TO DAMAGE BY HINTER ICE SHIELD
UNDERLAY- FLOOD
NEW GUTTER AND NEW GUTTER SNOW (SPEED IN DESIGN 05T DE516N MENT HAZARDS
LEADER I AND LEADER LOAD MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. REQUIRED
m I O O 1_011 MOD. TO SLIGHT TO
1O3 $ `� e O O O O 45 P5F 120 G SEVERE 3 HEAVY MODERATE Ilo YES N/A
OL,
IOXIO CEDAR
5TAl> BEYOND COLUMN V-61H, lol
—7
TYPICAL 2 LANDING AT 5 TOOP
EL. +O'-4-112
GARAGE 5LAB
GARAGE 5LAB'*Iw '�'EL. +01-0"
EL. *o'-C,,, 5XI0 ENGAGED CEDARI /0 5(74 OVERHEAD
COLUMN TO MATCH PORCH, GARAGE DOOR.
TYPICAL 2
—————— ————————— ———————————
FOOTING BEYOND, MIN/MUM ' '-0- ———————7FOOTINO BEYOND, MINIMUM
3TELOkI GRADE CO 16 0 x 3 CONCRETE PIER 3'BELON GRADE
I.D. MANUFACTURER MODEL R.O. REMARKS
A MARVIN OR EQUAL hCM3646 3W"X 4'-0 q116"
� �� �/��, ! B MARVIN OR EQUAL hCM2024 p-q,,X 2 1-0
�"/��/ � ._�„J ��( C MARVIN OR EQUAL HCM2440 2'-1 X 3'-4 q116
SCALE = 114' = P-O" D MARVIN OR EQUAL HCM206 2 L5 X 4 Lb q1?6
5CALE= 114" /'-0'
E MARVIN OR EQUAL ACM2436 2 L/ X 3'-0 q116
HI&HE5 T POINT OF RIDGE _H1C7HE5r POINT OF RIDGE
32 _ _-2_13- LiLLL 11-1 J1 T-1
LL __L --I _ LL E L A tt
L! Lt I_HJ L L il-L lill E I LI_LLLJL� L_
T.O. PLATE T.O. PLATE
H I I k 11 i 1 i 11
EL. +16�41 d EL. +16 L//3/6 OIL ALL WINDOWS SHALL INCLUDE IN5ECT5CREEN5, FACTORY HEAD AND 5EATBOARD5,AND
FACTORY EXTENSION JAMBS (IF REQUIRED)
Lil
40 YEAR 2. ALL GLAZING H17-HIN/6"OF THE FIN15HEO FLOOR 5HALL BE TEMPERED CXA55 A5 PER W5
12 ARCHITEC77)RAL CODE- VERIFY HITH MAMIrAC 715RER FOR 5PECIF16 REQUIREMENTS PRIOR TO ORDERING 12 NZ \Z
qj q A5PHAL T ROOF ill WINDOWS.
1 11 i E
5HIN5LE, E _iJ E LL-1-111 r:
2ND FLOOR F.F. -1 LL i L 2ND FLOOR FF.
Q OEL. +47-7 1 11 111 11 ITI H ii: 11 12 a. fq-7 5/6'
AK
114W
T.O. PLATE NEW ALUMINUM T.O. PLATE
EL. +6 4` GUTTER AND
EL. +5�6"
5XIO ENGAGED LEADER
CEDAR COLUMN. Fr
(2)4'-0'5(0'-O CEDAR
OCEDAR 5101N57 5HEP DOCR5 10XI0 COLUMN, TYPICAL CEDAR SIDING 17 2 5EE DETAIL (5)A-1
4
5
GARAGE 5LAB GARAGE 5L64
EL.
—————————————————————— —————————— ———————————————— —— ----—————————— ——————— J
'4 24
FOOTING BEYOND, MINII-VI-f lb"0 X 31
5'BELOW GRADE CONCRETE PIER
\ /A I ION VA -/ /ON
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
/k7_
�RE A qC DATE: DESCRIPTION:
06/04/07 I 7/0 12Rtvi A r-Lr-VATIO/Nf
5CALE 114' = /'-0' 556ALE 114" /'-0' AA 05/07 r-V 2
8/21/07 5Z4
8/08/08 RtvVWArPr-ROW1rI2
08/10/06 FOR rIu/1(;
7/50/09 VrLf-0 FOR UP
10/22/09 RtV 3A,
02 p, CAD FILE NAME:
A 11/24/09 FOR I`ILM�;
IN
06-1281 /Cl?',5/ Pf RMIT-/T-T 112209/ A-1
PROJECT TITLE: DATE: NSA PROJECT #:
Nemschick Silverman Architects P.C. PROPOuT-1) GARAGE MI? POOL /NOV 24, 2009 IVA 06-1281
4705 /�AfYAU POINT ROA1?
CUTCHOGUE, NY 11955 SCALE: DRAWING NO.:
430 Green Way, Cutchogue, New York 11935 _AJ&0
Af/IOTLP
Phone : 631-734-7007 Fax : 631-734-7347
http://www.nemschicksilverman.com DISTRICT: BLOCK: LOT: DRAWN BY:
-
FLOOR PLAIT /IORTH 0 COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000r. 111 09 09 f CA2
514 COX FL*)VI 5HEA THIN&
15#FEL T PAPER
(2)2110 RR X1 TH R-30 BA TT
IN511LA TION PROVIDE BAFFLE
FOR AIR PLOPI.
40 YEAR ARCHITECTURAL
A5PHAL T ROOF SHINGLE CUT
Use every other nail hole
in a row to provide the LENGTH
code—required minimum
END
center--to--center
spacing for nails LENGTH
TOP OF PLATE
EL. /6 L 516 ABOVE SLAB
CLEAR
SPAN
514'X 7�"FA5CIA BOARD TO
0 0
(3)2x8 UPSET HEADER MATCH EX15 TIN5 HOUSE. 0
PROVIDE CONTIN10U5
HOOP CA51N57 d 5OFFIT VENT TO
.:
TRIM HINZ20H5 14A TCH EX15 TIN5 N9!6E. END A
Provide minimum Z7 LENGTH
end distance 8
Equal number of 0 4
NOTE.- Equal
nails
INrILL ALL V005 AT in each end Simpson Strong—Tie
CS Coiled Strap
WINDOW OPENIN55 X171H
FIBER INSULATION OR SPRAY
INWLA'rION. L70 NOT OVER SiDryson Strong—Tie
PACK. H A Simpson Strong—Tie
ABA44 (ABA66 SIMILAR)
Simpson Strong—Tie
CCQ46
PVIWOH5 SHALL BE A5
5PECIFIED.
5ILL $ TRIM ATHINPOkY5
SHALL BE A5 5PECIFIED. 2X12 LEDGER BOARD.
15#FEL T PAPER
514"CDX PL'rH000 SHEATHING
0 6
2 X 6 5W HALL W R-1q
FIBER BATTING INSULATION s 40 YEAR ARCHI TE6 TURAL
5EE A5PHAL T ROOF 5HINOLE. 12RAWIN05CONTRACf 1�
HOLD D" 7
0 SEE CONTRACT AW4M Ba T FLACEf-tWT 7. 5TRAP •161 0.6.
PRAWINC75 hPAPPEO AROM
514 PL YWD SUB-FLOOR ICE-5HIELD MEMBRANE < DOM%E 2X6 SILL ELATE
EA VE
5IMP50M H2 HURRICANE 'XX
NAILED AND 6L VED TO FJ SHALL EXTEND 24"UP FROM
. . . . . . . . . (4)10d NAILS
B015E//-7/6"AJ525 6 /6"0.C, 21, FRAMING . . . . . . . . . . . . . . .. . . . . CA
CLIP a -7 (ZANH$?A 7W
W R-36 BATT IN56LA TION PLATE FaWFATFION IN > . . . . SILL PLATE 5EE PLAN !;16'0 AACVR BOLT
FOR 51Z&TYPICAL. 31-00 O.C. -R5
CM.H0.HALL. I'-O'MA)'60R*
5W MLL 55ff PLAN . . .2ND FLOOR FF. I
ALUM, GUTTER E1. q�-7510`
ABOVE 5LAB 7'(MAL.
514"X 7�'FA5CIA BOARD TO
MATCH EX15TINC7 HOUSE.
PROVIDE CONTINUOUS 5OFFIT
VENT TO MATCH EX16T HOUSE
.........
TOP OF PLATE
EL. e'-6"ABOVE 5LAB
(4)le X l 514 L VL 7HRU BOLTED 024 2X6 CEDAR TRIM ':4. 1?"4'
O.C. STAGGERED(FLUSH FRAME) IFROVIVE AND INSTALL 510" 11 2 X 12 BAND J015T Simpson Strong—Tie PLAN 0 4:,0RNMR—r?RAT-0tC
7rYf IE-X 6',IP5W BOARD ON DOUBL E TOP PLATE HTT22
eCEIL I N55.
5/6"DIA, x 15'LONG ANCHOR BOL T 2X6 FRAMING
.SET @ 5'-0"O.C. AND 1'-O'MAX CEDAR 5HIN5LE5 A5
)FROM ANY CORNER 5ELE5 TED BY OWNER
6ILL 5EALER AND 15#FELT PAPER
7ERMITE 5HEILD 112"COX PLYWOOD SHEATHING
SEALANT OVER 112"EXPANSION 2 X 6 51LL PLATE 6d NAILS
JOINT FILLER @ ENTIRE PERIMETER
OF F9N HALL 13 H-5
.1 11 AMe
R
PRE55URE 7REA TED CLIP#16,O.C.
2 X(2 51LL PLATE 5IMF WN L 5 TA-,q6 60MV0Z 2
�6'CONCRE7E SLAB ON GRADE CLIP 16
6RADE , a EACH RAFTER RIL76E VENT
W 6X6 HAUNCH SLAB AT 0 .51Mpe RIDGE
A
iENV. GARAGE 5LAB IH2 HRRICANE ;t 1 IL
5 E 64
A
EL. O'-Om
2 X 12 0 16'0.C.
MME J0,51'
Aq N r(ow
EA.50V
/A bd NAILS
S=rTATF-A
4 6 POURED CONCRETE
6MIL MIN VAPOR 4 FOUNDATION WALL k1l(2)#5
jBARRIER BAR5 0 TOP AND BOTTOM
6"6RA VEL BASE 02"X 6'CONTIN"5 POURED TAIL
CONCRETE FOOTING W2 X 4 LQ^= ?OATH/r—L_Q_QM I`FPLAMINCS, =MrAIL
KEYWAY AND(2)#5 BAR5 @ R_A1=T rM/70 * PLAT' CONNECMON MErA I L
BOTTOM CONTINVOU5
BOTTOM OF FTC7
/AL / 5r A IL MIN. 3'BELON GRADE
5CALE = I' - P-O"
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
C ED A W DATE DESCRIPTION:
-
06/04/07 REV, A
07/05/07 REV 2 �2S WALL,/T-CTIO/I AND
8/21/07 NA _/TA/1 PAR[)-/TRAPPIAG &COMECTIO/I DETAIV
8/08/08 Rr-vutv ky MR Owlt;z
1P om=8 rcR riumG
7/x/09 witu rotz BID
10/22/09 REV
C)I CAD FILE NAME:
11/24/09 rOR NII
AN
00-1281 /C75/ PERMITYET 112209/ A-5
PROJECT TITLE: DATE: NSA PROJECT
Nemschick Silverman Architects P.C. PROPOJLP GARAGE AND POOL /10V 24, 2009 IVA 06-1281
4705 INVIAU POINT ROAD
SCALE: DRAWING NO.:
430 Green Way, Cutchogue, New York 11935 CUTCHOGUE, IV 11955
— AV NOTED
Phone : 631-734-7007 Fax : 631-7734-7347
http://v^vw.nemschicksilverman.COM DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-5
I'LOOR PLAN NORTH 11 ®COPYRIGHT 2008 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 111 09 09
A,
27RAXIN65YOMBOLv ImE6ETUC TION NO TES
I A. AREA QTY. QUANTITY GENERAL NOTE5
5*KMBOL 0B56R/PT/ON 5YMBOL 5E56R/PT/ON A.B. ANCHOR BOL T RAD. RAD1115 2 !aC
A.G.L GDNGI E R.D. ROOF DRAIN 1. ALL WORK 15 TO CONFORM TO THE RULE5 AND REGULATIONS OF THE 22. CONTRACTOR TO REMOVE ALL DEER/5 CREATED BY TH15 WORK FROM THE 23. PROVIDE POGKET5 IN WALL FOR GOLUMN5, BEAM5 AND 5LAB5. /p
( REGPT. RECEPTACLE ALL CONGEALED SPACES IN WOOD FRAMING SHALL BE FlRESTOPPED WITH
1 INSTITUTE LOCAL BU/LDIN6 DEPARTMENT AND THE N.r5. BUILDING CON5TRUGT10N 517E AND D/5P05E OF/N A LEGAL MANNER ON A WEEKLY BA5/5 OR M/N/MUM BEARING ON WALL5 OR BEIiM5: 4"FOR 5LAB5, 8"FOR BEAM5, WOOD BLOGK.ING ACCURATELY FI TTED TO FILL THE OPEN/NG AND ARRANGED
A.D.A. AME06AN5 WITH RE/NF. RE/NFOR6/N6 CODE. NO NOTE OR DETAIL OR LACK THEREOF 5HALL BE CON51DERIED 50ONER /F GOND/TION5 WARRANT. U.O.N.
D15ABILIT/E5 AGT DR, DOWN TO PREVENT DRAFT5 FROM MOVING FROM ONE 5PAGE TO ANOTHER.
SECTION ADH. ADHE5/VE AS RELIEVING THE GONTRAGTOR FROM EXECUTION OF ALL WORK IN
ELEVATION DR. DOOR 24. TOP ELEVAT/ON OF 5LAB5 5HALL VARY'ACCORDING TO FlN'lSN FLOOR
X TAG- SEE /I. PROVIDE BRIDGING&-0 o.c. MAX(50LI9 OR CRO55 BRIDGING).
x TAG- SEE A FF: ABOVE DTL. DETAIL ACCORDANCE W/TH ALL STATE AND/OR LOCAL CODES. 23. AT THE COMPLETION OF WORK, THE SITE l5 TO BE CLEARED OF ALL MATERIAL. SEE ARGHITEGTURAL Df�'AW/NGS.
X-X DWG. AS DWG. DRAW/NG PEBR/5 AND EX6E55 MATERIAL5. THE FACILITY 15 TO BE LEFT BROOM
DWG. AS FINISHED FLOOR l2. NOTCHES OR HOLES FOR PIPING ETC. IN S7R1.G7URAL FRAM/NG MEMBERS
NOTED NOTED ALT. ALTERNATE DWL5. DOWELS 2 ALL ELE67RIGAL WORK TO BE FIRE UNDERWRITERS INSPECTED AND GLEANED AND WORK !S TO BE COMPLETED TO THE TOTAL 5ATl5FiAGTION 25. IN ANY APPROVED GON5TRXT/ON JOINT, PROVIDE 2 X 4 KEY MIN. AND 24
EA. EACH APPR01/ED. SUBMIT GERT/F/GATE TO OWNER UPON RECEIPT. OF THE OWNER PR/OR TO RELEASE OF FINAL PAYMENT. BAR DIAMETER LAP(16"MIN)OF REINFORCING, EXCEPT FOR 5LAB5 ON 5HALL NOT BE PERMITTED,
AL✓ALUM. ALUMINUM
ANOD. ANODIZED E.l.F.5. EXTERIOR GRADE.
lN5ULATION 24. THE AR6N/7ECT HAS NOT BEEN RETAINED FOR ADMIN15TRATION OF THE 13. DOUBLE J0/5T5 UNDER ALL PARTITION5 RUNNING PARALLEL WITH THE JDl5T5.
A.N.5.L AMER/CAN FIN15H 5Y5TEM 3. aECTR/GAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE AND PAiRGEL GON5TRl/GTION OF TH15 PROJECT. 26. SLAB ON GRADE 5HALL BE POURED 1N 5TRIP5. GON5TRZT/ON OR CONTROL
TAG- SEE NATIONAL FOR ADEQUACY IN PROVIDING NEW ELE-CTR/CAL INSTALLATIONS AS JOINTS SHALL HAVE A MAXIMUM AGING OF 30 O IN ETHER DIRECTION. 14. ALL FLOOR AND SKYLIGHT OPENINC75 ARE TO BE FRAMED W/1N DG'YUBLE
I X DWG. A5 -- -- ELEVATION 5TANDARD5 ELEG✓ ELEGTR/G/-AL <,�
ELECT. SHOWN ON THE PLAN5. UPGRADE, SERVICE, METER AND PANEL A5 MAY 25. CONTRA6TOR5 5HALL COOPERATE WITH ALL OTHER TRADES AND WHERE MAXIMUM AREA OF POUR 5HALL RT 2700 5Q. FT. HEADERS AND TR/MMER5, FULLY JOINED W/77-I 57EEL BRI96E5 OR "TEC05':
X-x NOTED BENCHMARK INSTITUTE ELEV/EL. ELEVATION BE REQUIRED. REQUIRED INSTALL ALL BUILT-IN WORK, SLEEVES, INSERTS, ETC.,A5
APPF:OX. APPROXIMATE ENG. ENG/NEERIED REQUIRED FOR A COMPLETE JOB. 27. ALL HALL AND PIER FOOTING5 5h�i: 15 TO SLIM/HATE THE HAZARD OF MDl51URE CONDENSATION IN GOLD WEATHER,
I ARGN. ARGH/TEGT/ L HALL
MINIMUM l2" THICK AND PROJECT AND TO PERMIT THE ESCAPE OF HEAT IN HOT WEATHER. VENTILATION OF
EQ. EQUAL 4. ALL PLUMBING hlORK TO BE IN STRICT AGGORDANGEWITH N.YS. GOD,�E ��
-UR.4L 6 M/N/MUM BEYOND ALL FACES OF WALLS AND P/ER5 UNLE55 OTHERWISE A7 T16 AND CRAWL 5PA6E5 /5 REQUIRED. BLOCKING AND BRIDGING 5HOULD
AV6. AVERAGE EQUIP. EQUIPMENT AND ALL APPLICABLE LOCAL REC11LATION5. 26. 5EE N.Y.S. BUILDING CONSTRUCT/ON CODE MANUAL FOR REQUIRED WOOD NOTED.
B.O. BOTTOM OF ETC. ETCETERA FRAME NAILING 56HEDULE. BE ARRANGED 50 AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR.
DOOR TAG- BD. BOARD EXI5T. EXISTING 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CON7RACTOR5 20. GROUT U5ED SHALL BE NON-FERR(:'S NON-SHRINK GROUT BY IN-PAKT AND It ALL CATHEDRAL CEILINGS 5HALL HAVE GONTIN(/OUS VENTILATION FROM
EXI5TIN6 WALL BLDG. BUILD/NG EXP. EXPOSED LIABILITY WORKMANS GOMPENSAr/ON COMPLETED OPERATIONS ETC. SHALL ATTA/NA STRENGTHDF 4G'.;�P5/ !N 7DAYS.
i OX 5CHEDULE EAVE5 TO R/DOE. 5/ZE Il45ULATION ACCORDINGLY. PROVIDE 3/4"dla. VENT
TO REMAIN B.F.P. BACK FLOW EXT. EXTERIOR ADEQUATE FOR THE PURP05E5 OF TH15 PROJECT AND FURNl5H PROOF OF CONCRETE
I DOOR SGHD. PREVENTOR HOLES AS NEEDED THRU SKYLIGHT FRAMING TO MAINTAIN CONTINUOUS
F.D. FLOOR DRAIN SAME TO THE OWNER PRIOR TO COMMEN51NG WITH WORK. 29. ALL 5LAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H C0N5RE7E VENTILATION.
BLK. BLACK FDN. FOUNDATION I. ALL CONCRETE WORK 5HALL CONFORM WITH THE REQUIREMENTS OF THE REINFORCEMENT A5 MANUFACTURE'"BY F/BERME5H GO. OR APPROVED
BLK6R67, BEARING FlXT. FIXTURE BLOGK/N6 FIN. FINISH
BRG. 6. EACH 565GONTRA6TOR 5HALL 5U9MlT A COPY OF H15 IN511RANCE AMER/CAN CONCRETE/N5TITUTF A.G.I. 316 LATEST EDITION. EQUAL. MIXING AND PLACEMENT COAL L BE/N ACCORDANCE To /7. DOUBLE J0/5T5 UNDER ENTIRE BATHROOM AREA UNLE55 OTHERN15E NOTED.
!
WINDOW TAG- PROPOSED WALLS BTN` BOTTOM FLR. FLOOR COVERAGE NORKMAN5 COMPENSATION LIABILITY D15AB1LITO TO MANUFA6TURER5 5FE5IFI6ATION5.
I 16. THE CONTRACTOR 5HALL BE RE5FON51BLE FOR COORDINATING ALL
OX 5CHEDULE � REFER TO BTN BETWEEN FRZ. FREEZER THE OWNER PRIOR TO COMMENCING WORK. EACH SUBCONTRACTOR.SHALL 2. CONCRETE CONTRACTOR TO 5ET AND PLACE FORM5 W/TH 57R/CT REQUIRED IN5PE6T/ON5 OF THE R016H AND FINAL FRAMING
I DOOR 5CHD. FLOOR PLANS GAB. CABINET Fr. FEET/FOOT 50BMIT LIEN RELEA5E5 PRIOR TO REQUE5TIN6 FINAL PAYMENT. ATTENTION AND CAKE TO ALL DATUM, FLOOR AND GRADE ELEVAT/ON5.
FOR SIZE FTC. FOOTING
6.6.r:.` 6OMP46TE9 GA. 6A6E/6UA6E 5TEEL l9. THE CONTRACTOR 5HALL INCORPORATE ALL REQUIRED 5TRAP5, ANGLES,
GRANULAR FILL 7. CONTRACTOR 5HALL AT ALL T/ME5 PROCEED WITH WORK A5 TO M!NPHIZEE 3. CONGRE7E PROTECT/ON FOR REINFORCEMENT 5HALL CONFORM TO LATEST T/E5, 5UPPORT5, ETC. A5 MAYBE REQUIRED FOR PROTECTION OF 57RX7URE
N GAL. GALLON FROM FORCES OF NATURE: TH15 INGLUDE5: ROOF TO ROOF, ROOF TO WALL5,
I REFER R TO DOOR G.J. GQNTROL JOINT GALV. GALVANIZED THE OWNERK INCONVENIENCE, AND SHALL DO 50 /N A WORKMAN-LIKE A.G.I. SPED/F/GAT/ON. I. ALL STEEL FABR/CATION AND ERg:TION SHALL CONFORM TO A/SG
G.L. GENDER LINE G.G. GENERAL MANNER. SPECIE/CATIONS FOR STRI.CTUR.4L .'STEEL LA7E5T EDITION. WALLS TO WALLS AND WALLS TO FOUNDATION. THESE FASTENER5/ TIES
0 REVISION FLOOR PLANS CL6. CEILING 6RAD ACTOR 4. ALL TEMPERATURE REINFORCING SHALL BE SUFFICIENTLY EMBEDDED TO 5HALL BE AS MFRV BY 5/Mr'5OV OR APPROVED EQUAL.
GLOB. CLOSET GD. GRADE DEVELOP FULL STRENGTH IN ALL CONCRETE W4LL5 AND SLABS. 2. ALL STRUCTURAL 57EEL 5HALL BE r15TH A-36, EXCEPT 5TRX7VRAL TUBE
TAG 6. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES,
AND 1 ZE GL 1 CLEAR C71 6)e 55 FURNI5HIN65 AND DECOR ITEMS 5HALL BE 5TORED AND PROTECTED,FROM
FOR SIZE GOl_. COLUMN GYP. GYPSUM
H.G. HANDICAP DAMAGE UNTIL THE OWNER DETERMINES THE GGKURSE OF ACTION TO 6;E WH/GH 5HALL BE A5 TM A500 GRA1%=B. AND 57R1/GTURAL PIPE WH/GH SHALL
GONG. CONCRETE 5. PROVIDE ADEQUATE T/E5 FOR ALL 5TEEL REINFORCED IN 5LAB5, BEAM5, BE A5 TM A501.
L 15T Of A I N65 GONA. CONDUIT ACCESSIBLE TAKENW/TH SAME P/ER5, AND WALL5, REINFORCED TO BE HELD AT CORRECT DISTANCE FROM
fa,� H.G. HOLLOW GORE
GO/vN. CONNECTION 3 ALL STRUCTURAL STEEL USED A5£`;rER/OR WALL LlN1EL5 SHALL BE
6ON5T. CON5TRUCTION H.D. HIGH DEN5/TY FORMS AND EARTH BY STEEL 6HA/R5 OR T/E5.
HDR. HEADER 9. PROTECT AND MAINTAIN EX/STING UTILITY LINES WH/GH ARE TO GALVANIZED.
GONT CO,NT/NIUCT HON. HARDWARE REMAIN IN SERVICE IN 5U5H A MANNER A5 TO AVOID INTERRUPTION 67F
G.T CONTRACTOR IL HDWD. HARONOOD 6. FOLLOW 6.R.5.I. RULE5 FOR PLACING ALL RE/NFORC/NG STEEL AND 4. BEAM 60NNE6TION5 5HALL BE DE5„SHED TO W(TH5TAND ONE-HALF THE
NOTES, LEGEND ,f�N17 �BBRE1/l�TONS G.T CERAMIC TILE ���� THESE LINES. UNLE55 OTHERWISE NOTED, ALL EXISTING UTILITIES SHAILL BE
C.5.1. GON57RUGTlON N.M NTRAGTOR(�5) ALTERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE AGGESSORIES. MAXIMUM ALLOWABLE UNIFORM LOA,?FOR THE PART160LAR BEAM AND
PROPOSE.12 PLOT PLAN, SGHET)lJLES AN17 NOTES SPECIFICATION HT. hE167HT GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HAVING JUR15016,TION SPAN CONDITIONS SHOWN OR THE LOAD INDICATED ON DRAWINGS,
INSTITUTE H.VA.C. HEATING 50 A5 TO GUARANTEE A COMPLETE IN5TALLATOON WHICHEVER 15 GREATER.
-/ - l=OUNDf�T/ON FL/AN, �lleST FLOOR PLAN, 7. GONTR.4GTOR 5HALL SUBMIT CONCRETE MIX REPORT WITH
GU. CUB/6 VENTILATION, AIR
CONDITIONING COMPRESS/ON TE5T RESULTS TO ENGINEER FOR REVIEW PRIOR TO
SEGONI7 FLOOR PLAN .4 N27 SEG T/ON DBL. DOUBLE l!. CONTRACTOR 5HALL PROTECT, PATCH AND REPAIR ALL EX/5TIN5 WOJRK STARTING FOUNDATION CONSTRUCTION. 5. WELDING 5HALL BE 1N AGGORDANGL WITH AIMS SPEGIFIGATIONS USING
I DEG. DEGREES I.G. ISOLATED GROUND E70 XX ELECTRODES.
p A-2 - ELEV AT/ONS D1A. DIAMETER NGHE5 ADJACENT TO H15 WORK, OR DAMAGED A5 A RE5ULT OF H15 WORK.
DIM. DIMEN51ON INCL. INCLUDE/ED WHERE EX15TIN5 MATERIALS ARE TO BE MATCHED, GARS l5 TO BE
INFO. INFORMATION 6. REPRESENTATIVE TEST CYLINDERS 5HALL BE TAKEN FROM THE CONCRETE 6. ALL BOLTS SHALL BE A5TM A-325N AND 5HALL BE INSTALLED TO A 546
-� - lN�LL S�GT/ON �N17 STf�N17�4RI7 STR�PPI NG IN.T INTERIOR N IN57L. IN5TALLAT/OW TAKEN IN BLENDING COLORS AND REPLIGAT/N6 ADJACENT FORMS AND 6.
EACH DAY/N AGGOROANGE WITH CONCRETE 5PE61FICAT/ON5. CONDITION A5 DEFINED IN A/SG 5PS61FI6ATION5.
CONNECTION Z7E'TA lL5 J-BOX .,q/NGTION BOX �QD ��/�D INSTALLED 6ONTOUR5. TESTING 5HALL BE PERFORMED AT 7 AND 26 DAYS.
J5T J0/5T 7. ALL WELDERS 5HALL BE CURRENTL i'CERTIFIED. THE FOLLOWING
I JT. JOINT RM. ROOM 12. BEFORE SUBMITTING ANY PROP05AL, IT 5HALL BE THE RESPONSIBILITY CERT/FIGATION5 ARE ACCEPTABLE NEW YORK 5TATE, NEW YORK CITY
!N. 5UPPLIER R.O. ROUGH OPENING OF THE CONTRACTOR TO FAMILIARIZE H/M5ELF WITH ALL EXISTING 4 ALL ME5H 5HALL BE 5PL16ED 50 THAT THE OVERLAP BETWEEN OLITERM05r DEPT. OF BUILD/N65, OR TE5r/N5 LAWRATORY CERTIFICATION TO THE AW5
LAM. LAMINATE R.T.U. ROOF TOP UNIT 6ON9/TION5, MATERIALS TO BE MATCHED, WORKING 5PAGE AVA ILA 3/LE, CRO55 WIRES OF EACH 5HEET 15 NOT LE55 THAN THE 5FAC/NG OF THE CODE.
LAV. LAVATORY 5AN. 5AN/TARP'
LB5. POUNDS 5.6. SOLID GORE SAFETY FRE5AUT/ON5,ETC. REQUIRED FOR THE SAFE AND EXPEDITIOUS CRO55 WIRE5 FLU5 TWO IN6HE5, UNLE55 OTHERWISE 5HOWN ON THE
L.F. LINEAL FOOT 5CHD. 56HEDULE EXECUTION OF TH15 CONTRACT. FAILURE TO DO 50 WILL NOT BE DRAWING.
i
L.P. LOW POINT 5E5T. 5ECTION 6AU5E FOR EXTRA 605T5 TO THE OWNER OR OWNER5 REPRESENTATIVES.
5F. 5QUARE FEET
j MATL. MATERIAL CONTACT THE ARGN/TEGT IMMEDIATELY/F FIELD CONDITIONS ARE lO. ALL FOUNDATIONS 5HALL BE GASr ON UND151URBED OR CONTROLLED PAINTING
i MAA. MAX/MUM 5HT. 5HEET FOUND TO BE OTHER THAN TH05E 5HOWN HEREON PRIOR TO PROGEEi9IN57 COMPACTED SOIL HAVING A M/NffVM BEARING CAPACITY OF TWO(2) TONS
MEGH. MECHANICAL 5/M. SIMILAR W/TH WORK AFFECTED BY 5AME. PER SQUARE FOOT UNLE55 OTHERWISE NOTED(50BJE6T TO FIELD I. ALL 5TEEL AFTER FABR/CATION 5HALL BE THOROUGHLY GLEANED OF RUST,
lf&. MANUFACTURER 5M. 5MALL DIRT, L005E MILL 5CALE, AND OTHER FOREIGN MATTER. AFTER GLEANING,
M/N. M/N/MUM 5PE55. 5PE61FIGATION5 INSPECTION AND VERIFICATION BY GON7RA6TOO.
M11f MI56ELLANEOU5 50 50UARE 13. CONTRACTOR 5HALL VERIFY ALL D/MEN5/ON5 PRIOR TO 57EEL 5bRFACE5 5HALL ONE GOAT BE 5H - p`�5p I T H ONE COAT OF
BY OWNER PAETAGOATS
MILL IMETER 50 FT. 56UARE FEET FABRICATION.
MR. M9I5TURE 5.5., 5/5 5TAINLE55 5TEEL IL MAXIMUM STEP OF FOOTINGS 5HALL BE ONE VERTICALLY TO TWO 5HALL BE FULL WETTING,AFRLIED ' ✓ Y ROUGHL AND EVENLY TO THE
RE515TANT STD STANDARD l4. D/SGREPANGlES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE HORIZONTALLY WHERE ELEVAT/ON5 CHANGE. 51IRFAGE5, AND FREE FROM 5PRAr i V5T, RUN5 OR 5A65.
MTD. MOUNTED STL. STEEL
MTL. METAL DRAW/N65 WHICH ARE AT VAR/ANGE W/TH THE LAW ORD/NANGE5, RULlE5 2 PRIMER 5HALL BE RUST-O-LEUM/0?1 R05T-INHIBITING PRIMER OR
N.LG. NOT IN CONTRACT 57RUGT. 57RUG7URE/-AL OR REGULATIONS, BEARING ON THE CONDUCT OF THE WORK SHALL BE 12. ALL RETAINING WALLS 5HALL BE ADEQUATELY BRACED DURING
i NOM. NOMINAL 5UPPL. 5UPPLY/-IED APPROVED EQUIVALENT. 5ECON9 C.i;4T 5HALL BE RU5T-O-LEUM 1060, OR
I I N0.-?NIUM. NUMBER SUSP. SUSPENDED REPORTED PROMPTLY TO THE ARCH/TEGT. GONSTRUGTION TO MAINTAIN SAFETY AND STAB/CITY BAGKFILLING SHALL APPROVED EQUIVALENT:
NOTE: NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED qO3` OF THE SPECIFIED
N. .F. NATIONAL T/ TOP OF DE5/6N STRENGTH.
5AN.ITATION TB. THROUGH BOLT 15. IF GOND/TION5 ENCOUNTERED DURING GON5TRUGTION DIFFER
e ( , 3. AFTER ERECT/ON, TOI/GN UP ALL F/!l D GONNEGT/ON5 AND ABRADED
THE DUTIES OF 7NE ARCH/TEGT AND 1915 EMPLOYEE5 OR AGENT5 5HALL FOUNDATION T$B TOP $ BOTTOM
TERM/NATE WITH THE COMPLETION AND DELIVERY OF WORKING DRAW.IN65 N.T:5. NOT TO 5GALE T$G TONGUE $ GROOVE FROM WHAT 15 SHOWN ON DRAWINGS, THE ENGINEER 5HALL BE DG. /
SURFACES WITH 5AME TYPE OF MA r<IAL USED FOR SHOP COATIN.
O.A OVER ALL TEMP. TEMPERED NOTIFIED IMMEDIATELY AND WORK 5HALL NOT PR06RE55 UNTIL l3 ALL CONCRETE SHALL ATTAIN A M/N/MUM STRENGTH OF 3,000 PSl ® 26 APP D�E+D A S NOTED
THE ARCHITECT 15 NOT RESPONSIBLE`FOR SUPERVISION OF GON57Rl1GTION O.G. ON CENTER TYP. TYPICAL ALL PROBLEMS ARE RESOLVED TO THE 5ATl5FAGTlON OF THE DAYS. FOUNDATION, 5LAB5 ON GRADE AND CONCRETE EXPOSED TO DATE: iId 2- � �QQD rJo
` OF THE PROJECT, NOR DOES THE AR�GH/TEGT HAVE AUTHORITY TO AGT ON ENGINEER. B.P.BP `J�I �" 1 1 0J D rG w�
I OPNG. OPENING U.L. UNDERWRITERS WEATHER 5HALL BE A!R ENTRAINED.
BEHALF OF 774E OWNER OR THE CONTRACTOR UN!_E55 NOTED OTHERWISE IN OPT. OPTIONAL LABORATORIES WOOD FEE. I�� iT BY: CO,"?, WITH CHAPTER "�6"
WRITING. OPP. OPP0517E W. ULTRAVIOLET I6. ALL 5UBCONTRACTORS 5HALL BE RE5PON5/BLE FOR FILING AND
14. ALL CONCRETE REINFORG/NG STEEL SHALL BE/N AGGORDANGE WITH A57M NOTIFY BUILDING DEPARTMENT AT FLOOD DAMAGE PREVENTION
I ! PL. PLATE V. VOLT/VOLTAGE OBTAINING APPROVAL5 FOR THEIR WORK WHICH MAY BE REQUIRED. A-615 GRADE 60 DEFORMED BARS. 1. ALL LUMBER 5HALL BE DOUGLAS f'R LARCH NO. 2, FB = 675 PSI, FV= 95 765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWN CODE.
THE AR6Nl7E5T 5HALL NOT BE RESPc�NS1BLE FOR THE ACTS OR OMISSIONS PLMB. PLUMBING V.B. VAPOR BARRIER PSI, E _ 1,600,000 PSI, MAX/MUM N9157URE CONTENT<193K FOLLOWING INSPECTIONS:
OF THE GON7RAGTOR OR ANY SUB-G GN7RAGTOR OR Ai4Y OF THE PLYWD PLYWOOD V.P. VENT PIPE /7. ALL 5U960NTRA6TOR5 5HALL PROVIDE ALL EQUIPMENT, TOOL5, FENC,E5, 15 WELDED HIRE ME5H 5HALL BE/N ACCORDANCE WITH AS TM A-165 1. FOUNDATION - TWO REQUIRED
G0NTIZA6T0R5 OR 5U3-60NTRA6T0VR5 EMPLOYEES OR AGENT5, OR ANY FNL. PANEL VERT. VERTICAL TRAN5PORTATION, 5AFEGUARD5, ETC., A5 REQUIRED FOR THE PROPEW 2 ALL 5TUD LUMBER 5HALL BE D000 AS FIR LARCH STUD GRADE FB = 675 PLUMBING
OTHER PERSONS PERFORM/NG ANY'OF THE WORK. PR. PAIR FOR POURED CONCRETE
I PREP. PREPARATION/ W1W/o W1TH/WITHOUT EXECUTION OF THEIR WORK. 16• ALL 5TRUGTURAL MEMBERS 5HALL BE POURED FOR THEIR FULL DEPTHS IN P5I, FV= 95 P5I, E = I,400,000 P5, MAX/MUM MOl5TURE CONTENT�19�. 2. ROUGH - FRAMING & PLUP�IE3ING ALL PLUMBING WASTE
PREPARED AID. WOOD ONE OPERATION. CONSTRUCTION JOINTS SUCH A5 A DAY5 POUR JOINTS 3. INSULATION &WATER LINES NEED
WDW WINDOW 5HALL BE LOCATED IN THE MIDDLE OF THE SPAN MAIN REINFORCING TO 3. ALL WOOD CON57RUGTION 5HALL 0MPLYWITH THE AATIONAL DESIGN TESTING BEFORE COVERING
P.5.F POUND5 PER !6. ANY DEVIATIONS FROM THE ARGHITEGT'5 DRAW/NG5 PV5T BE 5UBMITTTED ! 4. FINAL - CONSTRUCTION MUST
_
I 500ARE FOOT NH. WATER HEATER TO 774E AIRGHIT56T 1N WRITING FOR APPROVAL. RUN THRON&H THE JOINT, KEY AND R006HEN JOINTS TO EXP05E 5PE61FICAT/ON FOR WOOD GON5TxZTION, LATEST EDITION.
WP. WATER PROOF AGGREGATE FOR CHEM/GAL BOND. BE COMPLETE FOR C.O.
P.S.I POUND.4 PER ALL CONSTRUCTION SHALL MEET THE
SQUARE INCH W7: WEIGHT /q. EACH GONTRAGTOR AND SUBGON77ZAGTOR SHALL BE RE5PON5/BLE FOR 4. ALL WOOD EXPOSED TO HEATHER 5HALL BE GGA TREATED IN
Pr. PART/POINT WW F HELPED W IRE EACH
SAFETY ON THE JOB SITE DURING THEE RE5PUG 51 BL l7 No HORIZONTAL JOINTS 5HALL BE PLACED IN WALL5 EXCEPT A5 5HOWN ON ACCORDANCE WITH AFPA 57ANDA?l75. REQUIREMENTS OF THE CODES OF NEW PLUMBER CER T IF1CATION
THE DRAW/N65 WITHOUT THE APPROVAL OF THE ENGINEER. YORK STATE. NOT RESPONSIBLE FOR ON LEAD CONTENT BEFORE
I PVMT. PAVEMENT PHA5E TO COMPLYW/TH THE RE5VLATION5 AND REQUIREMENT5 OF TT 1,1E
5 ALL WOOD CONNECTORS 5HALL Bi BY "S/MPSON", "DECO'; OR DESIGN OR CONSTRUCTION ERRORS. '
{ OCCUPATIONAL 5AFETY AND HEALTH ADMIN15TRATION. TH15 5HALL /0. MAXIMUM LENGTH5 OF FOUNDATION WALL POUR /N ONE OPERATION 5HALL APPROVED EQUAL. CERTIFICATE OF OCCUPANCY
INCLUDE, BUT ARE NOT LIM17ED TO, PROVIDING ALL NE6,E55ARY BE NO MORE THAN TWO CONSECUTIVE COLUMN DIM. OR 60 FEET.
TEMPORARY SUPPORTS AND BRACING A5 MAY BE REQUIRED PRIOR TO SOLDER USED IN WATER
THE THE INSTALLATION OF NEW 5TRXTURAL ELEMENTS, AS WELL A5 6. F 5 DF51M4 ED A5 16AN6 LAM'OR 'LAMINA7FD VEl•�04%P, COMPLY WITH ALL CODES OF SUPPLY SYSTEM CANNOT
ADEQUATE AND PROPER BARRI6ADE5, RAILINGS, Ll6HTIN6, 57A/R5,E`TC. I q CONCRETE LEVELIGTOR TO BE RESPONSIBLE FOR SETT/NG ALL ANCHOR OR TVL'SI1AU BE MAUFAG7LRP"a IN AGGORDAACE HITH_cfECIFICA710IJ5
BOLrs AND LEVELING PLATES. NEW YORK STET & TOWN OF
EXCEED 2/10 OF i% LEAD,
REQUIRED TO PROTECT THE WORKMAN, OWNERS PERSONNEL AND BYLOU/5/Ai4fi4 PACIFIC CORP, lrV.alt/B5771U1F5 5HALL BE!'LRMl77FD
OTHERS FROM/N_bRY DUE TO 60N5TRU6TION WORK PROVIDE FREE WITtK.U1-71E i91&1M9 R5 APPROVE!.DE516N 57RE55E5 ARE AS FOLLOM AS REQUIRED AND CONDITIONS OF
20. PROVIDE CONTINUOUS 2x6 TREATED SILL PLATE OVER TERMITE SHIELD �=24.SOP5/ FV-��/ E=2;.YXI G1�i°5l
AND 5AFE PA55AGE FOR PER50N5 TO AND FROM AREA5 AND TIED INTO FOUNDATION WALLS WITH I/2"ANCHOR BOLTS 6 O"o.c. (l'-O" SOUTHOLD TOWN ZBA
FAGILIT/ES WHICH ARE TO REMAIN. MAX. FROM ALL 6ORNER5)WITH/0"min EMBEDMENT. PROVIDE SILL 7 7TEARC//JKT 5HAL.L PROVIDE CMOtA710N6 TO 71/ECoh7 ..i CTOR FOR I ^ CERTIFICATION OF
SEALER AND GROUT 5ILL PLATE TO WALL. VEFJFIGA77ON OF LOA05 AND BEA 5/2E5 W/7H M=P, PRIOR TO 0/mBPlNu SOUTHOLD TOWN PLANNING BOARD NAILING & CONNECTIONS
20. FIGURED DIMENSIONS 5HALL GOVERN SMALL SCALE DRAWINGS WHERL� AND MANII�FAG7IA2E. 1�fD17FYAi?GNTEGT Olc ANYDl5GREPANGlES, IN SOUTHOLD TCWi+J TRUSTEES REQUIRED.
D/MEN51ON5 ARE E57ABL15HED BY CONDITIONS. IF EXISTING, EACH 21. FLOOR 5LAB5 ON GRADE TO BE 4"POURED CONCRETEW/TH 6x6/1.4XL4 GA. f1R177I ,ShAC7U 1 IEN BEA PROWLBrl.
GONTRAGTOR 5HALL MEASURE EX15TIN5 CONDITIONS PRIOR TO ORDERING HIRE REINFORCING AND 5TEEL TROWEL FIN15H. PROVIDE 1/2" N.Y.S.DEC
MATERIALS AND COMMENCING WITH WORK. PREMOULDED EXPAN51ON JOINTING AT FLOOR 5LAB AND FOUNDATION 6. J015T 5/ZE5 AND 5PA61N52 GIVEN 0R DOUG-FIR LARCH #2(fb = 1,175 UNDERWRITERS CERTIFICATE
HALL. PROVIDE 2"(R-10 min)R1619 IN5ULATION 2'-O"EACH WAY (FOR P5/Fv = 90 P5I AND E=l.6x/0 P51 VERIFY 5/ZE5 W/TH ARGH,1TECT!F REQUIRED
21. GENERAL 6ON7RA6TOR AND H15 SUBS ARE RE5PON5/BLE FOR ALL L/AY- HEATED 5PAGE5)• OTHER 5PECIE5 OR 6RADE5 ARE 15ED. OCCUPANCY OR
OUT WORK, INGLUD/NG 5FB51F/E9 LAY-OUT DRAWINGS A5 REQUIRED. 22. ALL 5LAB5 ON GRADE 5HALL HAVE TH/CKEN/NG5, DEPRE55/ON5,
GENERAL GONTRAGTOR 5HALL COORDINATE RESPECT/VE SUBGONIRA4GTOR5 9. THE DE5/GN LIVE LOAD IN L/V/NG AREA5 15 40 PSF(DL=/O P5F)ATTIC L/1/E USE IS UNLAWFUL
50 A5 NOT TO CA115E UNDUE HARDSHIP,DELAY AND INTERFERENCEWIITH OPEN/N65, ETC., A5 REQUIRED OR A5 SHOWN HEREIN OR ON LOAD 15 20 P5F(DL=5P5F)ROOFLOAD 15 3O P5F(DL=10 P5F). ROOF 5PAN5 RETAIN STORM WATER RUNOFF
CONDUCT OR WORK ARCHITECTURAL DRAWINGS. AND 5PAN5 IN LIVING AREA5 ARELIMITED To A DEFLECT/0N OF L1360. WITHOUT CERTIFICATE PURSUANT TO CHAPTER 236
OF OCCUPANCY OF THE TOWN CODE.
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: 1
c'��P C D AgCiy DATE: DESCRIPTION:
�` c,'D "r�'s� % i 0e/04/07 Rev1 Q ALL CONSTRUCTION SHALL/10T�,/•, LE.Gr_JO MP
44/ 07/05/07 REV MEET THE RrG�UIRE�r9ENTS 0F THE
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18/21/07 NA I P�PJREVIATIOi^If
8/08/08 ReVVCDAJPEROW/1ER ° CODES OF NEVV YORK STATE.
1 08/10/08 FOR FILI/1G
rIN O CAD FILE NAME:
06 1281 / C75/U-1
1 eCYISC�°11Ck Silverman AAt rchitects P.C. PROJECT TITLE: � DATE: NSA PROJECT #: Y
PROPO ED GARAGE AND POOL
I f ,,/APT 22, 2008 N,/'A 06-1281
I - - - ---- 4705 5 i SCALE: DRAWING NO.:
735 Deerfoot Path, Cutchogue, New York 111935 _.... T _HOG_ L CUTC�OGUE, NY 1 -5
9 I A/ NOTED
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FLOOR PLAN /NORTH 0 COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 ill 09 09 i fC
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EX/STING WELL 'N A I - I NC; 5 C H :;�I I L
C JOINT DESCRIPTION NUMBER OF NUMBER OF
WALKING RIGHT OF WAY
CARPENTER ROAD COMMON NAILS BOX NAILS NAIL 5PAGIN6
N 9 ( )
I N 7 8°3 6'2 0" E ALARM 0 ENTRY ? s s 3 6 0.3 2f
DOOR N N ...
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--••-.. \ \ \ W OVERH6kD WIRES \ _ \� \ \ m \ ` ` ` ` ` ` 1 1 1 1 I 1 I 1 I I I I I I RAFTER TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - lOd PER RAFTER
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\ — �-UTl ITY POLE WOOD RAIL E \ \ WOOD RAu. FENCE 6 \ \�8 \ \ \ \ 1 1 1 I I I I I I I I I I I
\ - 4 - GEILING J015T TO TOP PLATE (TOE-NAILED) 3 - bd 3 - IOd PER JOIST
po T WALL 1.0S. FENCE 2.0'S. CONC. WALL LW. \� ROW OF HES5 Q st y ��•\st \S �s VNOOb RETAININ�WAL� WALL
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€ \ GD FENC m �Z \ I \ I f p� `��� \ \ \ \ \ \ .�� ��, �p �� ��Tr\ .� o �s, a' P Nloo 2.3's �, CEILING J015T TO PARALLEL RAFTER (FACE-NAILED) (HEEL JOINT)
pz \ \ ' o I a \ \ \ \ \ \ \ \ \ \ \ 1 I I 1
i NOTE: \ ° ; o.3's, 'E ? \`,�,. .' \ \\\� F h I 0 \� \ \ \ \ \ Cum RAFTER SLOPE: 3:12
1(W 0 1 \ m WOOD �\ \ \,\ \ \ \ \\\\ \ \ \ \ \ 1 I I I 1 � 00 22 - Ibd 22 - 40d
I' \ z \�\\ \ EXISTING APP ED \ \ \ I1 - 16d I1 - 4od
\\.\�\ PROPOSED CARAGEW/TH/ TIE WgU ( �/ \ \ \ \ \ \ \ \ \ E 4:I2
MAINTAIN A MIN. OF \ N > 1 \\ \ / rn- I AROUWIRE FENCE '" \\ \ \ \ \ \ \ \ \ 1 I I I I I o
lD'BETI'VEEN{HATER Vi 1 \ \\ � (U TOILET AND 0 5/NK,/ I RQEN �I---- -SEPTIC-TANK-�AANL2-\� \ \ \ \ 1 1 1 I o _ -
5:12 14 - Ibd 14 - 40d EACH LAP
\ A� \ \ \ W r \` \ \ \ \ \ \ \ 1 I I ► I I I I I I I W rn 1:12 10 16d 10 40d
I LINE TO PROP05ED \ mo 1 \\ ' \� \ SLAB ON GRADE. I, I \\ \ \ \ \ 1 1 I I I I I IV CI:12 AND GREATER & - Ibd b - 40d
' p \ \ L
co T.W54.1 — WOOD ETAINING WALL T.W.53.6 \\may \ \ \ \ 1 I 1 I I
5EPT16 5Y5TEM AND \ ter-1 FENCE W/4'-0 -O" \\ `\ \ OVE EX15T/NG I ---_ \ _ ;m o?
/ \ -- \�\tip \ 1 I I I I I I 1 I I I I I I CEILING J015T LAPS OVER PARTITION (FACE-NAILED)
m 1 \� : \�\.\�� 15TOW GARAGE l / \ sT SET ST \\ \ \ \ I I I I 1 I I I I I r 22 - Ibd 22 - 40d
I-� 1 HIDE SELF v
�z CLOSING GATE " \ \ I \\ � I FIN OtI�J-wqSA '000 Gq LP \ 1Im RAFTER SLOPE: 3:12 - -
\ \ \ \ 1 Ill I I I I I I I I l l l l l =o rT7 4:12I1 !bd I1 40d
PROPOSE \ I GO NECT TTEX1571NP _ -> SkOCK I MBE p ck Dw x,2 \ \ \ \ \ \ 1 I I I I I I I I I 1 I I I I I I D z I y 5:12 14 Ibd- Ibd 14 - 4od
� 1 P G5x50J II \� p ODD`B f'TIG SY M O wALt� u�r ] \ O \\ \\ \ \\ \ \ 1 1 1 1 I IWdODI StEPIS I I I I I I I X"
I 1:12 EACH LAP
��. 40"-0�� __ DRAIN O f \\ \ \ \ \ \ 1 ILAtlDlticI I 1 I I I I I D I CI:12 AND GREATER b - Ibd b - 40d
POOL -� _ EX 1- MAIN N ss.a 1s.4 \\ I
II COLLAR TIE TO RAFTER (FAGS-NAILED)
(TO BE `� TO BE ABAN ONED- --0--ST°°°� W N \ \ \ 1 1 I 1 I I I I I WOOD I RAFTER SLOPE: :12 -
,� APP. FOR �v�\\Z� \ Q o00 4.5' D WOOD \ 1 \I 1 11 11 I 1 1 I I I I I I sTEPsI 4:12 7 Od 1 - 12d
ATER -A \ 4 / �cF� ti PLATFORM I I
b - IOd 6 - 12d
LT PER TIE EXIS 39. 4IOd 412d2o z1 \ 6:12 AND GREATER - -5TOR FRAME OU
WALK K N ----BRICK SEP o e
\� I I I I I I I I I 1 I I I I I 1 I I I I I I I
°' `" 'ss--- 5�g I I I I I I I I I I I BLOGKIN6 TO RAFTER (TOE-NAILED) 2 - ad 2 - Iod EACH END
m' 1 \ \ � HOUSE No. _- � I I I I I I I I I III 1 I
Z / 4705 o/I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I
F,FL I I I I I I I I I I I I RIM BOARD TO RAFTER (END-NAILED) 2 - Ibd 3 - Ibd EACH END
BRICK2 ,,
PATIO 0.6' 4.0' �� --$$---- �' ��—
� \ .Ste ,,s --- / �-. I I I I I I I I I I IIII I �
p o\ / coNc. j7� rtfi�l-I' -��� 1�. ►�1L► I.l 1 I I I I _ 1 _ I
WOOD ---- -- --- ._ \ 11 5.6 DIjc ) I I I I I I I I I I I I I I I I I I =
VpC�/ / \ m L 6' PLATFORM COPrIN, TOP PLATE TO TOP PLATE (FACE-NAILED) 2 I6d 2 Ibd PER FOOT
BE BLOCK CU �P� O�pN G%
V
\ 1 - ---323 `\1 O STORY --- /tp� . II IIII II I 1I II+ IiI I1 I IIII IIII IIII I II I I I 1 I II I II II II IIII II I III III III I1II II I III III III IIII
III
TOP PLATES AT INTERSECTIONS (PAGE-NAILED) 4 - Ibd 5 - Ibd JOINTS -EACH SIDEI o ;o VERHANG
> m s CONC. CONC
29'9 � STEP PATIO O
TEST HOLE wooe��ING WALL O
1 � STUD TO STUD (PAGE-NAILED) 2 -Ibd 2 - Ibd 24" O.G.L06ATION -� STONEFENCE STEP 1.
0.4'E \ / 3 I I I I I I III 1 1 1 1 1 1 1 1 1 I 1 1 I I I I I Ui HEADER TO HEADER (FACE-NAILED) Ibd Ibd Vol' Or, ALONG EDGES
/ \ W OF BUSHES �s / I I IIII I I I I I I I I
WOOD RAIL FENCE \ FENCE CHAIN LINK FENCE FENCE WOOD STOCKAD�FENCE FENCE FENCE
CHAIN LINK FEN — FENCE rn I I I I I I 1 I 1 I I I 1 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - Ibd 2 - 40d PER STUD
\ 0.5'S \ 0.4'S z I'S
s4 N O pu'p Ln A N LA O 41.
ObiA N O A N O Oo OfA N O Co Oi 4� N o °o BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T ENDJOIST OR BLOCKING
1� 340.54' (FAGS-NAILED) 2 - Ibd I 2 - Ibd 1,2 PER FOOT
- � M S 78°36'20 W \� ss N/0/F ,
\ FELIM SAMAAN
1
� JUDITH SAMAAN LOT 30
I , NOTES�
DWELLING 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4 -bd 4 - 10d PER J015T I
EXISTING ELEVATIONS ARE SHOWN THUS: 5-0
USES PUBLIC WATER EXISTING CONTOUR LINES ARE SHOWN THUS:
------5------ BRIDGING TO JOIST (TOE-NAILED) 2 - ad 2 - Iod EACH END
F.FL. - FIRST FLOOR
G.FL. - GARAGE FLOOR BLOCKING TO J015T (TOE-NAILED) 2 - ad 2 - IOd EACH END I
T.B. - TOP OF BULKHEAD
® / B.B. - BOTTOM OF BULKHEAD BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - Ibd 4 - Ibd EACH BLOCK
/ T.W. - TOP OF WALL
B.W. - BOTTOM OF WALL
LEDGER STRIP TO BEAM (FACE-NAILED) 3 - Ibd 4 - Ibd EACH J015T
56ALE _ P' = 20'-O" J015T ON LEDGER TO BEAM (TOE-NAILED) 3 - ad 3 - IOd PER J015T
ti
BAND JOIST TO JOIST (END-NAILED) 3 - Ibd 4 - Ibd PER JOIST
1
i
BAND J015T TO SILL OR TOP PLATE (TOE-NAILED) 2 - Ibd 2 - Ibd PER FOOT
SURVEY OF 17r= 1 =0RMA710N
LOT STRUCTURAL PANELS: PANEL INTERMEDIA
EDGES SUPPORTS
4" VTR. AMENDED MAP A OF 12/5TR/GT.• 1000 INTERIOR ZONE 5 ad IOd 4" (o"
(� N A S S A U' POINT 55G: /// PERIMETER ED6E ZONE 5 ad IOd 4" 4°
FILE No. 156 FILED) AUGUST 16, 1922 BLK: Oq GABLE ENDWALL RAKE WITH LOOKOUT BLOCK ad Iod 4" 4"
SITUATED AT LOT- Oq
DRAINAGE FIXTURE VN/T5 5HALL BE COMPILED /N
4" V THE L06AT ONE OFSED ON RUN OF VENT STACK RISE 5.. AD_V5T5TE LINE NVENT N A S S AU POINT ZONE: R-40 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 1" EDGE / 10" FIELD
AJVD PVA5TE 5/ZE5 AGCORD!IVGL Y BA5ED ON TOWN OF S O U T H O L D LOT AREA: 35,043 5F
I TABLE P916.1 AND P709.1 OF THE NY5 BLDG CODE. S U F F O L K COUNTY, NEW Y O R K
EX/5T. LOT G0VFRAGE 2048 5F
NOTE: S.C. TAX N o. 10(0 0— 1 1 1 —0 9—0 9 PROP. LOT GOVFR�tGF 1480 5F STRUCTURAL PANELSMA ARD EPANEL DGES INTERMEDIATEIN1O
e TS
ALL 5UPPL)"LINE5 TO BE IN50LATED. SCALE 1 "=20' TOTAL LOT COVERAGE 3528 5F OR In%
J U LY 13„ 1998 INTERIOR ZONE ad IOd 4" "6
I 5E60ND FLOOR I DECEMBER 28, 1998 /ADDED TOPOGRAPHY NOTE: 4' EDGE ZONE ad IOd 4" b"
AUGUST 28, 2002 UPDATE SURVEY & ADDED PROPOSED POOL & PATIO PLOT PLAN l5 BA5ED ON A 511RVEY PREPARED BY FIBERBOARD PANELS:
I DECEMBER 30, 2002 UPDATE SURVEY & ADDED TOPOGRAPHY J05EPH A. IN6E6NO, LAND 5URVEY0R, DATED 1/16" bd3 - 3" EDGE /b" FIELD
AUGUST 12, 2003 REVIS3ED PROPOSED POOL 9E6EMBER 20, lgg8 3 - "
25l32" ad 3 EDGE /b FIELD
SEPTEMBER 4, 2003 POOL STAKEOUT PLAN
BATH JUNE 4, 2008 UPDATE SURVEY GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 1" EDGE / 10" FIELD
AREA = 35,043.34 sq. ft. PARTICLE BOARD PANELS ad ad SEE MANUFACTURER
2_V �" (TO TIE LINES) 0.8044 ac. INFORMATION ON PLOT PLAN 15 BA5ED ON 5URVEY FROM
—I 14" V J05EPH A. INOEGNO LAND SURVEYOR DATED-VLY 13, I998.
I�/2" V l l/2 V STRUCTURAL PANELS:I" OR LE55 ad IOd b" ED6E / 12" FIELD
FRESH GREATER THAN I" IOd Ibd b" E06E /b" FIELD
LAV I F_ AIR INTAKE NOTE:
//G I EXTERIOR WALL 5AN/7ARP 5Y5TEM LOCATED A5 5HOWN CERTIFIED BY
M/GHAEL MAPES, P.E. LIG#070501
I, NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" ON CENTER AT THE PANEL EDGE. IF WALL
F/R5T FLOOR 5HEATHIN6 15 NAILED 3" ON CENTER AT THE PANEL ED6E TO OBTAIN HIGHER SHEAR GAPAGITIES, NAILING REQUIREMENT5
G.O. 2k, 3" FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED
2" 3" TO MAINTAIN THE LOAD PATH.
3" I G.O. !N/TH "Y"CONNECTOR 2. WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE
AT BREAK AND EVERY 50' PERMITTED TO BE REDUCED TO I - Ibd PER FOOT.
3. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE PERMITTED;CHEGK IBG FOR ADDITIONAL
4",
4" REQUIREMENTS.
CONNECT TO 4. ALL QUANTITIES ARE BASED ON 16" oG 5PAGING FOR RAFTERS, JOISTS AND STUDS.
EXISTING APPROVED 5. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER E06E OF THE ROOF, INGLUDIN6 4 FEET ON EACH SIDE OF THE
G.D. SANITARY SYSTEM ROOF PEAK, THE 4 FOOT PERIMETER E06E ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
4" 6. FOR WALL 5HEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT E06E ZONES ATTACHMENT REQUIREMENTS SHALL BE USED.
G.I.H.T.
4"HOV5E TRAP X
H.G.I. IN PIT SEAL: - REVISIONS/SUBMISSIONS: j DRAWING TITLE:
DATE: DESCRIPTION: I i � PLOT FILM,
r- /r/ 06/04/07 RE.V I
07/05/07 RrV 2 2
YCHEDULE& /IOTA/'
j. , 821/07 67A
8/08/08 REVI/r_D A!Pr_R OW/1ER
08/10/08 rORrILI/1G
SCALE = NTS _
CAD FILE NAME:-- --- --- -
Ur rvE,.
06-1281 / CD'5/ 1281 PP-1
PROJECT TITLE: DATE: NSA PROJECT #:
emschick Silverman Architects P.C.
PROPOf ED GARAGE AND POOL ,WEPT 22, 2008 /`If A 06-1281
4705 NA,ffAU POINT ROAD --
SCALE: � DRAWING NO.:
735 Deerfoot Path, Cutchogue, New York 111935 YA — L — CUTCHOGUE, / X 119-55
' I Ew
Phone : 631-734-7007 Fax : 631-734-7347 — -- ------ -- -- —
- - - X0 f TED
http://www.nemschicksilverman.ocom
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
FLOOR PLAN /iORTJ @ COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCMTECTS P.C. 1000 111 09 09 ,f C
t
" (2)4'-O"x7'-O"CEDAR
SHED DOOR5
30-6"
10'-2" 13=ll
2=0" 2-7 112 3-2" 3-2" k3'-2 3-2` 2'--71/2" 21-O"
105 T.O. GONG. SLAB ROOF LINE
— — ELEV. O-O
WALL BELOW
EXTERIOR - --
I
I I I
HB W/VACWM
SHED
BREAKER - - l ' O
a 2 CAR w
3-l/2"STEEL _
„ _ - _ -- -
m 3 2 TEFL m GARAGE p f -- - _
a Q6 N COLUMN. TON14 °
LINE OF ROOF O 5. "
ABOVE 4 3) H- 6"X 13/4"LVL THRU BOL ® 24"O.G. 5TAGGERED(FLUSH FRAM 8 r/5,=R� N m
- - - _
I _�
O 3-6„ � y �o
2
ROOF I
O
O
N BELOW ,
I
II (2) l2 UPSET HDR II 3-O H HALF WALL o
-40
R
O
u� T.O. CONC. SLAB
X6 AGQ RR II'I I „
® l6"OG Bye 1? Ol�'1 ELEV. D-O v 4 STORAGE -
v
�, - A (3)2X6 P05T 3=10 //2" 6=l0 1/2" O (3)2X6
U 6 7 107 PROVIDE AND INSTALL 5/6 TYPE-X O -
O - d _ (3 2X6 HDR(TYP) �o PST
--- - GYPSUM BOARD ON GARAGE 51DE itj ® cy _ _ (2)2X/2 RIDGE
P/TRH l 03 � - - --
(0 2X6 114"`PER T. �,I � OF INTERIORWALL5(TYPICAL) `n a
AGQ HDR , 6-6 h,JST MAINTAIN A 3/4 HOUR FIRE O V v O O
(2) x 2 HDR I'. RE5/STANCE RATING. Q (3)2X6 POS (3)2X6
I - "I O - - - - - - - - - - - - - - - - - - - - - - N PO5T `V
I I
6" ® v u� w z T
104 O i O N PROVIDE WEB STIFFENER N I� I I O
REFER TO 4!"
TYP D BLOCKING 6'O.G. cn
DTL 5/A 1.
T.O. GONG. 5700P
c� PROVIDE AND INSTALL„ O (3)2X6 HDR, `o
1 ELEV. O-6 Op
e O 5/6 TYPE-X GYPSUM TYP/GAL ® SIDE
PROVIDE AND INSTALL A ii Q BOARD ON CEILING. WINDOWS.
f -MINUTE FIRE RATED q,i D R ASSEMBLY W,7H A 7 ,
5EL -CLOSING DEVICE. l02 lol
106 ---------------
( K J I H G F
a
(3) Il 'kl "LVL UP 5ET HDR (3)I 'xl in L VL UP 5ET HDR LL3I 1
J N
�'!O€NOA E-DAR — — — — 4
I COLUMN TO P ATGH A-1 I A-I
PORCH, TYPI AL 2 I I I I I I
' i I
2'-4" -51/2" 5-3 1/2" 9=4" 5=3112" �'-5 112" 2'-4"
NOTE 2=0" L,2=7 I/2" 3-2" 3-2" 6-7" 3-2" 31-2" 2-7//2" 2-0"
30'-6"
1. SECOND FLOOR F.F. BA5E9 ON( 10
A556MED GARAGE SLAB AT O"--O" 30=6"
6ARA c;� ��A
V
2 ALL DIMENSIONS ARE MEASURED TD
� F/N/5HED MATER/AL5.
3. ALL EXTERIOR WALL5 SHALL B3E
k SCALE = 1/4" = I'-O" 2X6 FRAMING.
4. ALL HEADERS SHALL BE(2)2X00, 5E601yz� FL-00R-1
Ay
t
U.N.O.
SCALE = I/4" = I'--O"
„ DROP FOOTING AT
DOOR OPENING.
-- -� PROVIDE CO6 i.. RIDGE VENT
100
24X24XI2 5PREAD (2)2x/2 RID N N
11
N T.O. FND WALL 40 YEAR ARCHITECTURAL %2 51/2 %2 I
•• FOOTING W/TH 3-I/2 � 6 ABOVE GRADE I
STEEL COLUMN. O A5PHAL T RQeOF SHINGLE.
cn I ie; 2X10 RR WITfH R-30 BAIT _
a I INSULATION. PROVIDE
BAFFLE FOR'AIR FLOW.
„ I e. •:o. • •b.. : . — - - - — l2 , 2X6 PIT h(�OD
6 RAISED GONG. SLAB �-- - � � _.- ,- _ 12 m BL06KIW (TYP)
W/6X6Xl.4XI.4 WWM I (3)2X6 HDR UP5ET \ 3 3 I
HEADER TYP DORMER I T.O. PLATE i
WINDOWS. EL. +16'-I/3/6"
HDR HT O_ 6X6 PIT'HOOD P05T
3=7" 6-71/2" I I 91/2 EL. +l6'-3 3/6" u) AL ION W/GNTR OF FTG
r PROVIDE CONT.
SOFFIT VENT I TIP BELOW
O P05T5 I I I I I"PAINTED CEDAR TRIM
FROMABOVE I I 12 `9 r m z HOU5E. M�ALL ALL ARQUW ,ATGH
6"CONCRETE SLAB ON 2X6 EXTERIOR
GRADE W/6X6 WELD WALLS W/R-l4 BATT I B015E ll-7/6"AJ525 PROVIDE WEB 9 OUTSIDE E96E5 AND JOIN
HIRE ME5H. ON 6 MIL INSULATION. I I ® l6"O.G. lN/R-36 STIFFENER a hl/GLUE AND B/SGUfTS.
2ND FLOOR F.F. <t
VAPOR BARRIER ON 6' I I GATT INSULATION. BLOCK/NG 8'O.G. EL. +4'-7 3/6"
i GRAVEL BA5E I _
_ ® �S al l
3X16"o GONG. T.O. PLATE
I I ,•'. I EL. +6-6 �`���®(
4L-
BEL ON GRADE) (,�3)ll-7/6"X l /4"LVL PROVIDE AND INSTALL \
. . I •� SCALE = 3" _ P-O"
7rHRU BOLTED T 2'O.G. 5/6" TYPE-X GYPSUM (3) 1/g'5(l j"LVL UP 5ET HDR
a I STAGGERED(ILU5H
BOARD ON GE/LING.
I I I FRAME)
' I A RA 6f (2)6X6'OVERHEAD �
GARAGE DOORS
GRAVEL DRIVEWAY.
HAUNGHED FOOTING HAUNGHED FOOT/NG
DR P F 0TIN65 ATSIN
— _ — GARAGE SLAB
D R D ENlNGS. 6"POURED CONCRETE
I.
WALL SECTION
FOUNDATION WALL W/ I I I I
- „ „
2 3-4 2-3 6 O ,-4„ 6-O 5-ll„ 11 (2) #5 BARS ® TOP ( HAUNGHED FOOTING AT
10 AND BOTTOM I 1/A-3 GARAGE DOORS. --� ELB-(3 O l - -
301-61, _ - ,- - i SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
16"X 6"CONT. POURED 770ffONO. BRED AR�� DATE: DESCRIPTION:
CONCRETE FOOTING W/2 X ��� ao w Nv '� 015/04/07 Rev I A rOU/TATION PLAY, FIRjT FLOOR PLA/1,
�7 r�� - \``� 07/05/07 ReV 2 a
®� T/OA/ A 4 KEYWAY AND(2) #5 BARS Q� ':\r' 8/21/07 R)zA I jr-CO/ND FLOOR PLM A IPJFICTIO/i
)/r-D A PER OWnP_R
® BpTTQf4 SCALE = I/4 = I-O
8/08/08 ReVI 08/10/08 POR PILI/VG
SCALE - 1/4" = /,�„
m CAID FILE NAME:----__-----------__._. -_ _
06-1281 / CD's/A-1
PROJECT TITLE: — � DATE: - NSA PROJECT #:
emschick Silverman Architects P.C.
PROPO,.f ED GARAGE AID POOL ,f EPT 22, 2008 /IJA 06-1281
j ..........................__.. 4705 N/aJ//aU POINT ROAD -- ---- -- -------__ _
YAC*H
-._. _._ RAWING NO..
735 Deerfoot Path, Cutchogue, New York 1'1935 XO RK
._ Ew ICUTCFOGUE, /V 119-55 DPhone : 631-734-7007 Fax : 631-734-7347 �-f NOTED
hftp://www.nemschicksilverman.comA-]
DISTRICT: SECTION: BLOCK: LOT: ' DRAWN BY:
FLOOR PLA/1 /YORTH 0 COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 ill 09 09 ,f C
i
I
,
I
I
I
!
I
i
,
,
NO. TYPE UNIT DIMENSION MATERIAL FRAME REMARKS
F/R5T FLOOR
40 YEAR ARCHITECTURAL
� - - - HIGHEST POINT OF R/DG-E
ASPHALT ROOF SHINGLE. IO/ OVER HEAD GARAGE 6'-O"x 6'-O" SOLID GORE MA50NITE PRE-HUNG,WORD EXTERIOR GRADE FIN15H CRA.FT5M4A1 5TYLE
12 1.2 RE519046E � � O 00 O��O 102 OVER HEAD GARAGE 6'--O"x 6'--O" SOLID GORE MA50NiTE PRE-HUNG WOOD EXTERIOR GRADE FIN15H GRAFT5MAN 5TYLE
3 0mJUIL OJ11!000�!10000.1100�001�001
Ell
T.O. PLATE T.O. PLATE f !_l �f J j� O�L��OJ �J� � III OL 103 H/N6ED - R.N. 3'-O"x V-O" FRENCH IN5W/N5 PRE-HUNG WOOD EXTERIOR GRADE FIN15H GRAFT5MAN 5TYLE
EL. +l6'-I!3/6" EL. +l6'-l/3/6" 104 H/N6ED -L.H.R. 3'-O"x T-O" 50LID GORE MA5ON/TE PRE-11UN6 GLAD 45 MIN. FIRE-RATED W/5ELF CLOSING DEVICE
105 PR. H/N6ED-R.N.R. /L.H.R. (2) 4'--O"x 6'-0" CEDAR PRE-HUN6 WOOD EXTERIOR GRADE FIN15H
/ 106 HINGED -L.H. 3'--O"x 7'-0" PRE-HUNG l^,�IJOD
LL
\ \ / /E
` FRENCH INSWING EXTERIOR GRADE FIN15H CRAFT5MAN 5TYLE
l07 HINGED - L.H. 2'-6"x 6'-6° HOLLOW GORE PRE-HUNG WOOD 45 MIN. FIRE-RATED W/5ELF CLOSING DEVICE
12 12
j qj w v u �q = il_111�-�0 l l00 K iL J 11 � I 1� L I !1 0_�1 �- H G r O O
O O m R F.F.
2ND FLOOR F.F. 2ND FLOG 12 _01 �
I �I
EL. +q'-73/6" `Z EL. +q'-73/6" 4� CL I I ' IAT C 606A�H I -
s --- � - - - ,� � � III
Li011 000001 _
I I TO.ELO6 6" � � �0.+�GTE
GROUND WIND 5EI5MI6 SUBJEGT TO DAMAGE BY WINTER IGE SHIELD
UNDERLAY- FLOOD
SNOW (SPEED IN DESIGN WEATHERING TERMITE DECAY DES!6N ANT HAZARDS
b NEW GUTTER AND I AND LEADER LOAD MPH) CATEGORY FRDEP DEPTH
TEMP.
LEADER W REQUIRED
i
MOD. TO SLIGHT TO
ILZ O FA 11:1 O 45 PSF 120 G SEVERE 3'-0" HEAVY MODERATE I I° YES WA
I t IOXIO CEDAR r
57AA BEYOND _L COLUMN 7'-6"H, l06 loa lol
TYP/GAL 2 LAND/N5 AT 5TOOP
GARAGE SLAB
I GARAGE 5LAB EL. +O'--O"
EL. +O'-0" ( S'-O"
GO�BMN G CEDAR TO MA76HPORCH,
T�IFICAL 2.
FOOTING BEYOND, MIN/MUM:7 -
/611 0x3-Ott
FOOTING BEYOND, M/N/MUM �✓ � I I '�
3'BELOW GRADE CONCRETE PIER 3'BELOW GRADE
24-61, I.D. MANUFACTURER MODEL R.O. REMARKS
A MARVIN OR EQUAL WGM3646 3'-1"X. 4'-O q116"
b
Y / B MARVIN OR EQUAL W6M2024 I'-9"X 2'-0 �i/l6"
)5\ /ATT/O G OMIT
SCALE = I/4" = P-O"
D MARVIN OR EQUAL N161-2024 I-q X 2-O q/lb"
5CALE = 1/4" = /'-0"
E MARVIN OR EQUAL W6M2024 !'-q"X 2'-0 q/16"
I
F MARVIN OR EQUAL WCM2436 2'4"X 3'-O q/l6"
6 MARVIN OR EQUAL h6M2436 2'-1"X 3'-0 q/I6"
_ - - H/6H05T POINT OF R/D5E H/6HE5T POINT OF R/D&E H MARVIN OR EQUAL W042436 2'-I"X 3'-O q/I6"
_� I DLO_ DLO_ �O 00�00�00� 00 �O O O I OO�O�JO l MARVIN OR EQUAL I�M2436 2 I X 3 O q/l6
L-00000i10� I-i00�01001 1 OOOOOI�OOOOO� LI_ O �I
T.O. PLATE ! ! T.O. PLATE J MARVIN OR EQUAL WGM2436 2'-I"X3'-O q/l6"
_ - EL. +I6'-Il 3/6"� � - - - EL. +l6'-!l 3/6"OL
N - - - - - - tL
t K MARVIN OR EQUAL W6M2436 2'-I"X 3'-0 q/l6"
�
L MARVIN OR EQUAL IZM2436 2'--1"X 3'-0 q/l6"
M MARVIN OR EQUAL W6M2436 2'-I"X 3'--O q116,11
I `O i; 40 YEAR `a ;; N MARVIN OR EQUAL W6M2436 2'-1"X 3'--O q/l6"
12 12 ARCHITECTURAL !O�w a u �� `D
q� I q A5PHALT ROOF l�_� �� J �j J11 ��f 1� O MARVIN OR EQUAL WGM2436 2'-l"Y, 3'-0 q/16"
O O O _ SHINGLE. iLLLLL_rL ll Q LiLL P �11I _1 llO00010L N O-I1 M 00 Ol l _
I 2ND FLOOR FF. � � �_� �_f� J J� �� I �,_,- I f� 1-� 1� l� J� �_I_��1 �i0 �� 12 2ND FLOOR F.F. � P MARVIN OR EQUAL WGM2436 2'-1"X 3'-D q/16"
EL. +q-7 3/6 4 EL. +q'-7 3/6"OIL Q MARVIN OR EQUAL 16M2436 2'--/"X 3'-0 q/!6"
_ T.O. PLATE a _ T.O. PLATE
EL. +6'-6" NEW ALUMINUM EL. +6'-6" R MARVIN OR EQUAL kZM2032 1'4"X 2'-6 q/I6"
6UTTFR AND
SXlO ENGAGED — - - - - - LEADER
5 MARVIN OR EQUAL PV6M2845 2'-5"X 4'-O q/l6"
CEDAR COLUMN. / \
(2) 4'-O'x6'-O"CEDAR \ T MARVIN OR EQUAL hL'M2032 I'-q"X 2'-6 q/16"
= CEDAR SIDING > SHED DOORS IOX/O COLUMN, TYP/GAL U MARVIN OR EQUAL WGM2032 1'-q'"X 2'-6 q/I6"
CEDAR 5/DING
i ip 105 2 SEE DETAIL (5)A-1 V MARVIN OR EQUAL I^(,'1,f2646 2'--5"X 4'-O q/16"
\ / W MARVIN OR EQUAL WGM2032 P--q`X 2'--6 q/16"
GARAGE 5LAB NOTF5:
GARAGE 5LAB
1. ALL ININDOW5 SHALL INCLUDE INSECT 56REEN3, FACTORY HEAD AND 5EAT BOAR05, AND
FACTORY EXTEN51ON JAMB5(IF REQUIRED)
2. ALL GLAZING WITHIN I6"OF THE F/N/5HE9 FLOOR 5HALL BE TEMPERED 6LA55 A5 PER NY5
--------------------------------- ---------------- ------- —� J CODE- VER/FYW/THMANUFAGTURER FOR 5P'fGIFICREQU.IREMEENT5 PRIOR TOOPI7ERlN6
24=6" ---------- ------
WINDOWS. !
FOOTING BEYOND, M/N/MUM O it 0 X 3' ,
3'BELOW GRADE CONCRETE PIER
/-1 ` IATI(VIV/-A SEAL: �\ REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRIPTION: ,
I 5CALE= 1/4"= I'--O" SCALE = 1/4" = P-O" ELEV�TIONf
06/04/07 REV 1 i
07/05/07 REV 2
I
? 1 I 8/08 08 RI VJ/r_D A,/PER OWnER
I
08/10/08 FOR PILI/VG
CAD FILE NAME:
r- .� I
06 1281 / CDs /A-1
PROJECT TITLE: I DATE: NSA PROJECT #:
Nemschick Silverman Architects P.C.
PROPO/ED GARAGE AND POOL /APT 22, 2008 /y,/A 06-1281
DRAWING
735 Deerfoot Path, Cutchogue, New York 111935YAC[I I PL-- C'L* CUTCIOGUE, NY 11935
' MAI '
._. _ I ��
L
'/Ir.W X0RK
Phone : 631-734-7007 Fax : 631-734-7347
DISTRICT: SECTION: BLOCK: DRAWN BY:_f/iOTC-P A-2
http://www.nemschicksilverman.icom
FLOOR PLAN /IORTN o COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 1 1 1 09 LOT: 0l I f C
�I
3/4"COX PLYWOOD 5HEATHIN&
s
I I5#FEL T PAPER
(2)2XIO RR HITH R-30 BATT
# INSULATION PROVIDE BAFFLE
FOR AIR FLOW
I 40 YEAR ARCH17EC711RAL
A501AL T ROOF 5H/NGLE CUT
Use every other nail hole LENGTH
in a row to provide the
code—required minimum END
center—to—center LENGTH
spacing for nails 0 a Is
TOP OF PLATE
EL. l6'-!I 3/6"ABOVE 5LAB ® ® o
CLEAR
SPAN
5/4"X 7� FA5CIA BOARD TO
0
(3)2x6 UP5ET HEADER MATCH EX15T/NG HOUSE.
PROVIDE CONT/NUOU5 ® o
9
j WOOD 6A5/N5 d 5OFFIT VENT TO
TRIM 6 WINDOWS MATCH EX15T/N5 HOUSE. END °
Provide minimum 8" LENGTH 'I a
end distance
i
ID
! Equal number of o a •
NOTE: specified nails
lNFILL ALL VOIDS AT in each end p g_
Simpson Strong-Tie TieL as •
L�'N
WINDOW OPENIN65 WITH CS Coiled Strap AlFIBER IN50LATION OR 5PRAY a a
INSULATION. DO NOT OVER Simpson Strong-Tie
HD2A Simpson Strong—Tie
PACK. ABA44 (ABA66 SIMILAR)
Simpson Strong—Tie
CCQ46
WINDOWS 5HALL BE A5
5PEGIFIED.
5/LL d TRIM AT HINDOlNS
5HALL BE A5 5PEGIFIED. \ 2X/2 LEDGER BOARD
s
15#FEL T PAPER
�. 3/4"GDX PLYWOOD 5HEATH/N57 '°'•
2 X 6 57UD HALL W/R-lq �\
FIBER BATTING INSULATION 40 YEAR ARCH(TEC TURAL °°°• AN6I,fORBOLrPLA6EMENr SEE DRAWINGSRACT
\\ A5PHAL T ROOF SHINGLE.
. . HOLD LOOM M/K 6' � o 5/W59N L5T436
. . 5EE CONTRACT " D u�
3/4"PLYWD. SUB-FLOO DOUBLE 2X6 SILL PLATE
R ICE-SHIELD MEMBRANE • • ORAWIN65 ii' ARAPPED
SRRAP o I6 O.G.
N.41LED AND GLUED TO FJ. 5HALL EXTEND 24"UP FROM ° • v a v ARC
. v�
EAVE , . ' .pv .p
51HP50N H2 HURRICANE • °
BOlSE lI-7/6"AJ525 6 16"0.6. CLIP 6 16" ° ° a a a
H/R-36 BAIT INSULATION. ° ° FRAMIIvY EACH
/aa NAILS
(2 NA/L5
PLATE FGV/NDATION 5ILL PLATE 5EE PLAN EAGN PLA7EJ 5W d ANCHOR BOLT
FOR 5/2E; 7YP/GAL.
I GUTTER FLOOR F.F.
ALUM.EL. FL OR - - - - -------- ------- - ----- M. t PCLA FOR s/ZE SPA17
GONG.END HALL. l O"FRAY CORNERS
D v
2ND FOR .
1 ABOVE 5LAB I— 5/4"X 7�'FA5C/A BOARD TO TYP16AL. w:
j MATCH EX15TIN5 HOU5E.
PROVIDE CONTINVOU5 501-FI T
I ! VENT TO MATCH EX15T: HOU5E.
I TOP OF PLATE
EL. 6'-6"ABOVE 5LAB PLAN ® CORNER-PDN.
FOUNDATION VSALL1PLQOR PRAMIN6 DETAIL
0 2X6 CEDAR TRIM
I PROV/DE,AND INSTALL 5/6"
i TYPE-X G GYPSUM BOARD ON 2 X 12 BAND J0/5T
CEILING. Simpson Strong—Tie
HTT22 PLAIN ® CORNER—rRAME
I DOUBLE TOP PLATE
5/6"VIA. ,x l6"LONG ANCHOR BOL T 2X6 FRAMING
5ET 6 3'--O"O.G. AND l'-O"MAX - CEDAR 5HIN57LE5 A5
FROM AN,'CORNER
SELECTED BY OWNER
SILL 5EAI-ER AND 15#FEL T PAPER
TERM17E 5HEILD
5EALANT oOVER I/2"EXPAN51ON I/2"COX PL rNOOD 5HEATH/NG
JOINT FILLLER 6 ENTIRE PER/METER Bd NAIL5 -
OF FDN Wb4LL 2 X 6 SILL PLATE Q
PRESSU�.E TREATED ® �G O 0 S I�IA3
6"CONGR'.ETE 5LAB ON GRADE 2 X 6 5/LL PLATE 5IMP50N L5T4-36 GONrIMOV5 ci uvl K CUP* I6"pG.
IW 6X6 HVHM, HAUNCH 5LAB AT RIDGE VENT 0
END. ®E4GH RAFTER
I� R/LYE o
5/MP50N
GARAGE 5LAB N2 WWIGANE AG4
�t O EA.
EL. O'-O" CLIP®16" 2 X l2®l6"O.G. DOUBLE AO/5T
GRADE U
n• .d e.• .�1 '•a .. . • b ,. d n'i 05 i ONE
• I z 6. E4.sIDEJ
d a•n . , a �BA
SE
e: . <
6"POURED CONCRETE
6 MIL MINI. VAPOR . °
BARRIER 4 FOUNDATION WALL W/(2) #5
BAR5 6 TOP AND BOTTOM
i
6"ORAVEL BA5E . ,' ° 16"X 6"6ONTINUOU5 POURED PORGN/DECK/JOLT GONNEGTI ON =ETA I L
CON6RE7E FOOTING W/2 X 4 RIDGE DETAIL LOAD PATI-f/FLOOR PRAMINC7 DETAIL
° d KEYWAY AND(2) #5 BAR5 6 RAPTER/TOP PLATE GONNE(_-TION DETAIL
Ae B07TON GONT/NUOU5
a e,
d
d d= BOTTOM OF FTG
i
L�E
TA I
M/N. 3'BELOW GRADE
SCALE _ l"= P-0"
SEAL: _- REVISIONS/SUBMISSIONS: i DRAWING TITLE:
DATE: DESCRIPTION:
�.`��oNo NFIs Sim 06/04/07 ZrV 1 Q WALLJr_CTION ME2
i C 07/05/07 REV 2
8/21/07 P)ZA ` ,/T /`IDARDJTRAPPOG &CONNECTIO/Y DETAIL/'
8/08/08 RrVJ/ED V PrR OWnrR
08/10/08 FOR rW/VG I
F yp I CAD FILE NAME:
w, OF N Y N j
/A
06-1281 / CD's/A-3
PROJECT TITLE: DATE: ` NSA PROJECT :
emschick Silverman Architects P.C. PROPQ/'ED GARAGE A/T POOL IFFY 22, 2008 /1/A 06-1281
X0..R"I IACHM 4705 NAUAU POINT ROAD — —
I _ _. ..... _ .�. - I SCALE: � DRAWING NO.:
CUTCHOGUE, NY 11955
735 Deerfoot Path, Cutchogue, New York 1.1935 Af NOTED
Phone : - 4-7 7 Fax : -7 4-7347 A-5
http://www.nemschicksilverrnan.com
DISTRICT: SECTION: BLOCK: LOT: DRAIWN BY:
FLOOR PLAN /NORTI� COPYRIGHT 2008 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1 OOO 111 09 09 I f C
. I