HomeMy WebLinkAbout30510-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-31487 Date: 03/17/06
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 1050 EAST GILLETTE DR EAST MARION
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 38 Block 3 Lot 11
Subdivision Filed Map No. Lot No_
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JULY 15, 2004 pursuant to which
Building Permit No. 30510-Z dated JULY 26, 2004
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 SINGLE FAMILY DWELLING WITH ATACHED TWO CAR GARAGE & COVERED WRAP
AROUND PORCH AS APPLIED FOR.
The certificate is issued to G & N VENTURES LLC
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0044 03/09/06
ELECTRICAL CERTIFICATE NO. 2031480 09/30/04
PLUMBERS CERTIFICATION DATED 01/14/06 RAYMOND MACERONI
th riz Signature
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANIMAR ( 6
This application must be filled in by typewriter or ink and submitted to the Building Department with the follodng:
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 (S-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. 3 -/ �— d
New Construction: / Old or Pre-existing Building: (check one)
Location of Property: O SU F4S1- G eLe 1`7 e
House No. Street Hamlet
Owner or Owners of Property: [�- 'x�7/ v ell ft,,-,- S [ ( C
Suffolk County Tax Map No 1000, Section (33,S? Block 00d1 I Lot 0 / /
Subdivision Filed Map. Lot:_
Permit No. S 0 Date ofPernnt_ ,Applicant:
Health Dept. Approval:_ Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate _ Final Certificate: L- (check one)
Fee Submitted: $
Applicant Signe
C0 3� I 0
� 7-.
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5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY C5
5 40 FULTON STREET — NEW YORK, NY 10038 CC5
l�I CERTIFIES THAT
Upon the application of upon premises owned by
5 OCEAN ELEC., CORP. " G&N VENTURES LLC 5
C5J 99 MARINER DRIVE 1050 EAST GELETTE DR 5
5 SOUTHHAMPTON, NEW YORK EAST MARION, NY 11939 5
5 11968-5258,
5 Located at 1050 EAST GELETTE DR EAST MARION, NY 11939 55
S Application Number: 2031480 Certificate Number: 2031480 5
rq Section: Block: Lot: Building Permit: BDC: ns11 5
Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of 5rj
5 electrical devices and wiring, described below, located in/on the premises at: �S
5 Basement, First Floor, Second Floor,Attached Garage, Outside, �7
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other Le'�
5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of
30th September,2005. 5
5 Cj Name OTY Ram Rating Circuit LTe 5
Alarm and Emergency Equipment
5 Sensor 3 0 Carbon Monoxide
Sensor 8 0 Smoke
5 Appliances and Accessories S
rj Exhaust Fan 2 0 F.H.P. 5
5 Range 1 0 12.5 KW 5
5 Dish Washer 1 0 1.2 KW Cj
Hydro Massage Tub(Therapeutic 1 0 5
5 Furnace 1 0 Oil C5
5 Air Conditioner 2 0 42.000 BTU
5 Wiring and Devices 5
5 Outlet 53 0 Fixture e5
5 Fixture 50 0 Incandescent 5
Cj Fixture 2 0 Flourescent
5 Receptacle 60 0 General Purpose 5
5 Switch 43 0 General Purpose sea/
Outlet 90 0 General Purpose
5 Receptacle 8 0 GFCI 5
Continued on Next Page 1 of 2
5
C5
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5 57
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5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY r5
40 FULTON STREET — NEW YORK, NY 10038 5
CERTIFIES THAT 5
Upon the application of upon premises owned by
5 OCEAN ELEC., CORP. *G&N VENTURES LLC99 MARINER DRIVE 1050 EAST L5�
DR
5 SOUTHHAMPTON EW YORK EAST MARION, NY 11939
N 5
5 11968-5258,
5 Located at 1050 EAST GELETTE DR EAST MARION, NY 11939 S
Application Number: 2031480 Certificate Number: 2031480 S
rr5 Section: Block: Lot: Building Permit: BDC: ns11 c5
Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at:
5 Basement, First Floor, Second Floor,Attached Garage, Outside, �5
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5
30th September,2005. 5
5 5 Name QTY Rate Rating Circuit Tyne C5
Paddle Fan 2 0 Icj
5 Receptacle 1 0 20 amp Laundry 5
5 Receptacle 1 0 30 amp Dryer 5
5 Disconnect 2 0 60 amp Air Conditioner 5
Cj Service rCj
5 1 Phase 3W Service Rating 200 Amperes 5
5 Service Disconnect: 1 200 cb 5
Meters: 1
5
5 5
5 5
5 5
1121 seal
5
:.l z of z 5
' 5
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5
5
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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. 30510 Z Date JULY 26, 2004
Permission is hereby granted to:
G & N VENTURES LLC
30 WISCONSIN CT
BAY SHORE,NY 11706
for
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO
CAR GARAGE & COVERED WRAP AROUND PORCH AS APPLIED FOR
at premises located at _ 1050 EAST GILLETTE DR EAST MARION
County Tax Map No. 473889 Section 038 Block 0003 Lot No. 011
pursuant to application dated JULY 15, 2004 and approved by the
Building Inspector to expire on JANUARY 26, 2006 .
Fee $ 1, 310 . 10
Authorized Signature
ORIGINAL
Rev. 5/8/02
SRN-1-2000 12:00P FROM: TD:16313991935 P:2
SEP 29 105 08:34RM 8OU1'HOLU BUILDING 631 765 9562 P.1
Toxin Mali,53095 Main Road Fox(631)765-9502
P.O.-Bax 1179 1b10PhoAo(631)765-[802
Southold,New Yqrk 11071-MY
BUILDINO DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:_ 0 fQ
Building Permit No.
Gvancr: l3 1C y � n vre 5 —Z L C
(Please print)
Phmiber: �n. It1 v w��lt�G�UiD t+.1��
fr 3 g (Pease print)
Lac: f
I certify that tho solder used in the water supply system caltaina less than 2110 of 1%
lead.
(Plumbers Signature)
Swornto before me this 1 M
dayor' T r+ zoo._
cp 4 i 63 selS'V uD�s SZO airy
�uo�AloilnS't9Z1E091S7A'eN
VqA meN W elslS'u!IQud NEION
uYPublic,
Z` I� -County S3WVP 1S 3NAtl1'
Noll
�J ( n�FSOUry��
c� • �x
g'�couxn�'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS N
[ ]
FRAMING / STRAPPING [ IN L
[ ] FIREPLACE & CHIMNEY [ ] FIRE S INSPECTION
REMARKS: C�
i
DATE —i INSPECTOR q
l
f
30 570-
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] F"NDATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: v
DATE ��/ /� O INSPECTOR "^
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
OUNDATION 2ND [ ] INSULATION
'f
] FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
RE7ARKS:
- jc .
DATE / G' INSPECTOR "`�
765.1802
BUILDING DEPT.
INSPETOUGH
ON
[ ] FOUNDATION IST [ PLBG.
[7UNDATION 2ND [ ] INSULATION
[ AMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
�lLr
i f
REMARKS:
_t
U
3 j
DATE — I� `� o G INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE - INSPECTOR
�fl5 � a
765-1802
BUILDING DEPT.
INSPECTION
/IFOUNDATION 1ST [ ) ROUGH PLBG. \
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CMNEY
REMARKS: u J Uk,
o4ryl �j 14 '�`-` 01
t s
DATE INSPECTOR
1�*pF$0UTH0 .
�xcourm?
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH,P„LBG.
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ]
FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
L�77,
DATE — ( � � INSPECTOR
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] R060H PLBG.
[ ] FOUNDATION 2ND [p—'INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
a�
REMARKS:—
DATE —//
EMARKS:DATE _ � � INSPECTOR
f
FIELD INSPECTION REPORT DATE COMMENTS C Al
FOUNDATION (IST)
xt
------------------------------------
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FOUNDATION(2ND)
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ROUGH FRAMING&
PLUMBING J y
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INSULATION PER N.Y.
STATE ENERGY CODE
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Z
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ADDITIONAL COMMENTS V'
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olm-2017—S- 11 TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET 1050 VILLAGE DIST SUB._{l LOT d
lU. Lc_C, - r
DORMER OWNER A-AA I y N E ACR.
.4 n ✓e I S W TYPE OF BUILDING
RES. SEAS. VL. / FARM COMM. CB. MISC. Mkt. Value
1 AAM I IkAn T�JTAI MATO DCAAADVC
L I IN IIYIr. I V I nL U111 L I\LI YI/ll\I\J
A//C
s,ra a d d x / l ri e L-L IZ�6 2.5- urtj514mo Aq,014,j $ g Od
6 3i/ �' � o —L I Z z 3 - AAAl. a Hu �v G4 Vt4dure ",
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
Tillable 1
Tillable 2
Tillable 3
Woodland
swampland FRONTAGE ON WATER
3rushland FRONTAGE ON ROAD � '30
-louse Plot DEPTH
BULKHEAD
rota) DOCK
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do-you have or need the following,before applying?
TOWN MALL vBoard ofHealth
SOUTHOLD, NY 11971 sets of Building Plans
TELI. (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 `Survey
www. northfork.net/Southold/ PERMIT NO. 305/OT- Check
Septic Form
N.Y.S.D.E.C.
'/ Trustees
Examined 20 O7/ Contact: S }- � _arc
Approved 7 "-120 0/ Mail to:
Disapproved a/c
Phone:
Expiration /f r}-Pp ,20 V S.
Building Inspector
D APPLICATION FOR BUILDING PERMIT
INSTRUCTIONS Date , 20
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate ift . plan to scale. Fee according to schedule.
b. Plot play wing 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..
Cr )'/V //et1 7'vreS < <G C
(Signature of applicant or time,if a corporation)
30 k//S( nhs "n G'r r3c / s,4aRFNtly
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises ec,41 (/e v1 LZ f e , LL 6-
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
124rrn 6;�-f ai JIQL .S
(Name and title of corporat officer)
Builders License No.
Plumbers License No.
Electricians License No. 3 I
Other Trade's License No.
1. Location of land on which proposed work will be done:
/e<b r G;l/_�77e. /�!2 v� _ . QST CVvwr /p h
House Number Street Hamlet
M+ra��
County Tax Map No. 1000 Section I O O CU Block 1!eNbte O " z~y +1
SubdivisionIM o r u r wvw,,c, /Z Filed Map No.
(Name) OS.T
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy yc�- c -- T—
b.
- Tb. Intended use and occupancy h r 5
3. Nature of work(check which applicable): New Building___( Addition Alteration
Repair Removal_ Demolition Other Work
(Description)
4. Estimated Cost�C�CJ Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars^ 10L,
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear - Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth l Height Number of Stories
8. Dimensions of entire new construction: Front_ Rear -5-Y Depth 3� t
Height Number of Stories_ 14
9. Size of lot: Front ry, b _Rear % I/S.-0 1 Depth 29, Z3
10. Date of Purchase _Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO�
ol
13. Will lot be re-graded? YES Y NO_Will excess fill be removed from premises? YES k--NO-
14.
NO_
14. Names of Owner of remises cc
�
p NlZct1vrcS Address 3dwscons;n cT Phone No.S'id- S7k-/qU/
Name of Architect ,( ;.h S Address Phone No a A=5-31�
Name of Contractor Address 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 )
a r.�I h being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the Ca/'Rjra rc d f1l'' c-P
(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.
Swo}n o before me this `
day of `t , 20 Oy
V` ,
Nkt Public o Signatur pptiicant
00 1.DOMW
Notary Public,Stab)Of Nw%k
No.O1D06095328,Suffolk
Term EzpimJ*7,20 0
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT
Date: 07/15/04 Receipt#: 0
Transaction(s): Subtotal
1 Septic Permit-Construct- Resid. $10.00
Cash Total Paid: $10.00
Name: G, & N Ventures
30 Wisconsin Court
Bay Shore, NY 11706
Clerk ID: BONNIED Internal ID:98242
ApplicanU Date.
Owners Mum:, ti /t( . (/ LLG
Reviewed:
Architect/ p
Engineer: _ . ld ,,� Date
Submitted: l�
SCTM #:
District: 1.000 Seaion:4a.�( _ 13 lock: 3
Project p � �,r.� j� �I Subdivision
Location: JPSD
Name:
r Single& separate Required
certifica(ion: -Lye,
ye f No) L�
Req. —
zoningDistrici:- (Lo(size: �. ��' Actual: Req.
� l (Lot coverage
Req. lJ Req.
14 l Rw.
tl'=ront Pard Proposed: (Side Yard �_ Proposed: ) (Rear Yard'g?5�-_ Proposed- Ole' l
Project Description: `'
AGENOWERM('i S
RZUIRED FOR REVIEW N.A. p
ES Nu
Suffolk County Health-Dept.
New York State. D. E.C.
Town Trustees
Town Zoning Board approval: ✓
Town Planning Board approval: ek /
Flood Plane Elevation???
Flood Zone: 177
Ndt e.
S
CTA03-2031 A
Premises under investigation
District: 1000 Section: 038.00 Block: 03.00 Lot: 011.000
Deed
Edwin M. King Dated: 10-24-52
To Recorded: 11-7-52
Peter Blank& Son Liber: 3433 Page 289
Deed
Peter Blank& Son, a Domestic Dated: 3-6-59
Partnership Recorded:
To Liber: 4596 Page: 247
Peter Blank &Peter Blank, Jr.,
As tenants in common
Deed
Peter Blank &Peter Blank, Jr. Dated: 10-15-65
To Recorded: 10-19-65
Manor Grove Corp. Liber: 5842 Page: 509
Deed
Manor Grove Corp. Dated: 12-20-96
To Recorded: 12-20-96
a Limpet Corp. Liber: 11807 Page: 140
Deed
Limpet Corp. Dated: 8-6-01
To Recorded: 8-17-01
Margery D. Burns Liber: 12136 Page: 411
CTA03-2031A
Deed
Margery D. Burns Dated: 1-11-02
To Recorded: 1-30-02
A.M.C. Realty Liber: 12166 Page: 425
Last deed of record
Premises to the West
District: 1000 Section: 038.00 Block: 03.00 Lot: 012.000
Deed
Edwin M. King Dated: 10-24-52
To Recorded: 11-7-52
Peter Blank & Son Liber: 3433 Page: 289
Deed
Peter Blank & Son, a Domestic Dated: 3-6-59
Partnership Recorded:
To Liber: 4596 Page: 247
Peter Blank &Peter Blank, Jr.,
As tenants in common
Deed
Peter Blank &Peter Blank, Jr. Dated: 10-15-65
To Recorded: 10-19-65
Manor Grove Corp. Liber: 5842 Page: 509
Deed
Manor Grove Corp. Dated: 8-6-01
To Recorded: 8-17-01
Margery D. Burns &Robert W. Liber: 12136 Page: 412
Gillispie, III
CTA03-2031 A
Deed
Margery D. Bums &Robert W. Dated: 10-15-01
Gillispie, III Recorded: 10-23-01
To Liber: 12148 Page: 678
John Crotty&Marie J. Crotty,
His wife
Last deed of record
Premises to the South
District: 1000 Section: 038.00 Block: 03.00 Lot: 026.000
Deed
Edwin M. King Dated: 10-24-52
To Recorded: 11-7-52
Peter Blank & Son Liber: 3433 Page: 289
Deed
Peter Blank & Son, a Domestic Dated: 3-6-59
Partnership Recorded:
To Liber: 4596 Page: 247
Peter Blank&Peter Blank, Jr.,
As tenants in common
Deed
Peter Blank &Peter Blank, Jr. Dated: 10-15-65
To Recorded: 10-19-65
Manor Grove Corp. Liber: 5842 Page: 509
Deed
Manor Grove Corp. Dated: 3-27-01
To Recorded: 4-9-01
Wayne J. Mott& Mary Olivia Mott, Liber: 12112 Page: 168
His wife
CTA03-2031 A
Deed
Wayne J. Mott&Mary Olivia Mott, Dated: 9-6-02
His wife Recorded: 9-20-02
To Liber: 12210 Page: 49
Robert's Custom Homes, Inc.
Deed
Robert's Custom Homes, Inc. Dated: 9-25-03
To Recorded: 10-7-03
Cynthia Keegan Liber: 12276 Page: 465
Last deed of record
Premises to the East
East Gillette Drive
Premises to the North
Midland Place
Conclusion
The premises under investigation has been single and separate since 12-20-96.
Columbia Title & Abstract Corp.
200 West Main Street
Babylon, NY 1170:2
Tel # 631-669-5600 Fax# 631-669-8324
December 4, 2003
Jay Yackow, Esq.
1400 Old Country Road
Westbury, NY 11590
Re: Our Title No.: CTA03-2031A
District: 1000 Section: 038.00 Block: 03.00 Lot: 011.000
Dear Mr. Yackow:
Columbia Title & Abstract Corp., an authorized agent of United General Title Insurance
Company, a licensed title insurer in the State of New York, herein certifies to Jay
Yackow, Esq., and the 'Town of Southold, Suffolk County,New York, that it has
conducted a search for conveyances only in the Office of the Clerk of the County of
Suffolk against the above-mentioned premises and adjoining premises from the date
indicated to November 20, 2003. The attached chains of title represent the results of said
searches.
This report is issued and accepted with the express condition that the liability of
company is limited to the sum of twenty-five thousand dollars ($25,000.00).
Columbia Title &Abstract Corp.
By: By: jf �—
Gene Nothdurft United Gen 1 Title
r
SURVEY OF CERTIFIED TO:
LOT 40
MAP OF JOB NO, 2004-116
MARION MANOR MAP NO.2038
SI TUA TE A T FILED:MARCH 18, 1935
REVISIONS: gyp¢NEW
REV. PLOTPLAN&WN
EAST MARION ADD 2ND. TEST HOLE
TOWN OF SOUTHOLD 7/2/2004 S ' y
SUFFOLK COUNTY, NEW YORK
S.C.T.M. DIST. 1000 SEC, 38 BLK.3 LOT 11
15 8 0 15 30 45 60 75 90 105 120 135
SCALE: 1'=30' DATE:JANUARY 29, 2004
LOT AREA: 11,298 SQ.FT. =0.259 ACRE LICENSE N0. 050363
ELEVATIONS REFER TO APPROX. MSL. DATUM AND ARE'
THE RESULT OF ACTUAL FIELD MEASUREMENTS HANDS ON SURVEYING
NO SURFACE WATER EVIDENT WITHIN 300' 46 NORTH ROAD
PROPERTY LOCATED ENTIRELY WITHIN FLOOD ZONE X HAMPTON BAYS, NEW YORK
(WITHIN 500 YEAR FLOOD PLAIN)AS SHOWN ON THE 11946
TEL
FLOOD INSURANCE RATE MAP 36103CO177 G :(631)-723-1954 MARTAND L.S
IN D.-
EFFECTIVE DATE/MAY 4, 1998 MART
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S�Rv`�E08y ^A�f
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S.C.D.H.S. ENDORSEMENTS
TEST HOLE DATA
�lo�o�
` EL:10.6'+/-
N a R`p DARK BROWN
' ^^ LOAM
lk (OL) 1.0'
H >� BROWN
SANDY
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m (CL)
-4.0'
aw PALE BROWN
co, FINE
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-10.5'
r+iw:� o Q WATER IN
N
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9t� 3 "o TEST HOLE BORING BY
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6/2912004
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r
SURVEY OF CERTIFIED TO:
LOT 40
MAP OF JOB NO.
MARION MANOR MAP NO.2038
116
SI TUA TE A T FILED:MARCH 18, 1935
REVISIONS:
EAST MARION ADD 2ND.T ES PLATHO E41
TOWN OF SOUTHOLD 7tM004
SUFFOLK COUNTY, NEW YORK FOUND.LOC. 8/25/2004
S.C.T.M. DIST 1000 SEC. 38 8LK.3 LOT 11
15 8 0 15 30 45 60 75 90105 20 135
SCALE: 1'=30' DATE:JANUARY 29, 2004
LOT AREA: 11,298 SOFT. =0.259 ACRE
LICENSE NO. 050363
ELEVATIONS REFER TO APPROX. MSL. DATUM AND ARE
THE RESULT OF ACTUAL FIELD MEASUREMENTS HANDS ON SURVEYING
NO SURFACE WATER EVIDENT WITHIN 300' 46 NORTH ROAD
PROPERTY LOCATED ENTIRELY WITHIN FLOOD ZONE X HAMPTON BAYS, NEW YORK
(WITHIN 500 YEAR FLOOD PLAIN)AS SHOWN ON THE 11946
FLOOD INSURANCE RATE MAP 36103COI77 G TEL:(631)-723-1954-FAX:(631)-723-1329
EFFECTIVE DATEI MAY 4, 1998 MARTIN D. HAND L.S
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RETAIN STORM WATER RUN
PURSUANTTOSECTION RUN
OF THE TOWN CODE. O
58' 0"
11' 2-1/2"-moi l- l z' D yl f� - 1 r l D" 21' 0" .�zvp
6' 1/2" 1 1' 10-1/2" 12' 2-1/2" - 7 3' t 0-1/2" 6' 0" .-I COMPLY WITH CHAPTER
/ FLOOL)'DAMAGE PREVENTION"
Md400 eede.11Y�DRUTHOLD TO APPROVED AS NOTED
Mtl 400 aeries TW 3046 WN COD 11 0/`0
Md 400 seen TW 3048 3'2_7/9"x4'8-7/8" 3'2-1/8"x4'11-7/8" E' a.� I B.P.i
antlenon 2813 andenon 2913 andonon 2873 anderoon 2073 3'2-1/8"x 4'8-7/8" And DH 30218 Md.FWG50811 L sane.window DATE:
-2/L
window basement winnow basement window basement window egress window 3'2-i 3'0-7/13" "' " •. a„Ven
r_________________________________________________________________________________________ 10,3 e.T.Ilgh!/6.]e.f.vent 8.0 e,t.Iight/3.4 e.f.vent 26 d619ht/76dvent e}-II9ht/6.]el vent 1 - f.Ilpht/6.7 } t FEE: / 3/0./O EP ME
NT
1 - - - 4 4 --- us•Simpson us.slmp.on �_ NOT18028UILDINGOD4 PM FOH TH T
03• 0.3
i _________ S.
-- ______ -- _________ _' ___---------I r___________________ •_I - ® 4��� 765180 BAM T
• ----------- ----------------- I I---
_ 2'
I (- I r Mchar bolllocdione -- Soild block ave 1 1 1 IUr312 IU1312
- I 5oila block weryVo.c, I __� I-_ -� ry4'o.c.1 I I I ¢ `I I ronnecbre connectors M FOLLOWING INSPECTION
1 minimum the not two minimumlh•nhrttwo I N1 1 tutl chow _ I Breakfast Room ' I. FOUNDATION - TWO REQUIRED
IIIA
1 1 'ave bloc elold4o. 7'10"xS"thick P.C.wall on boyeoffon-Iol°ban I L-- I 3'B 1/4"
71411 I ' I 8x18"P.0.footings,wall will both•ndwon algae tl I - Kitchen e'r'a•ulnq FOR POURED CONCflETE
both'f ilml also • O
1 have 2/4 raborconthwoua - 1 _ 1 4'4" Internally height ,. I 2 ROUGH - FF1AM
1 12-zz r I _ O I� vented ^m W H7' 7Do IN 8 PLU �r
___-J horlvntally 1'from top and bottom, _ I
_r--------- I ° I .....• ... _ s above ° - ' 3. INSULATION
footing will have 2�4 nbar ° _ I :"'"' -' - ° ; o Im I vent hootl se ` - Den 3 -
d I 1 y= Dining Room 6, ie, I 0l- a. a m a. m a. - . FINAL - CONSTRUCTION MUST
• d m sr o n o eanlinuoue hodzvnblly. • ° m \I a or 4
_ _J ° a a 3 I I m\ e I m o I e 8 6-1/2�, a 11'7"caWho I •,•o _ _
_______-___ - m Bridging of mldepan \ L Brldginq al mldsDan 10"anchor bolts will ba placed ns •- -- I m,� a" 11'1"cellin °,- \_ ^ C u� - microwovo vent m 5_ m u ° 'o v
d g o ): '\ show / m m Sa m BE COMPLETE FOR C.O.
x II m ° �'G m c l Ip] _ _ man hai9d Pow I 1 n�mo menu• m m.`. `^ m test ht ie�
more than 4'o.c.and n° a - _ _ ' I ' \ ,� \ \ \ 'm°° p \ 'm°` a f - - Nl CONSTRUCTION SHALL
I r FounaZcn for"C" 1O I N j1 H x S T s I nn e n n n m M TME
1 size 81188 w/12" o I °° more than 7'from an m
a F1 earner or end of 2x6 ccs Bill plate a't ' I I I I I •c e° _ / i ` - u c'
O I extends.-height Iry M Y a n = 1 1 c0 IO O `"" x x It 3'1-1 2" I z c° I z c' 12 c' x c° o
\ n�$ m n 8 9 85 8 $ x" is 0 NEW
_ @ o e rr1 REOUIREMEMS OFINE CODES FOR
y 1 82-1/z"ar I N I 1/z"nab and 3"x 3"bearing plates are rze' °° ` r"I e I I N- `m ,�- $ _' vanity $ i o )c • _ " ° LL '�'x'- �`+ YORK STATE. NOT RFSliONSlIlL
I 1
00-3/4"above flnlah•d .- to be u..d an every anchor bolt. r e� m 1 I I gT T '� 'shove 1-1 calling '°' 0. 0 I STRUCTJON ER ORS'
�1 basemantflror 10'2-i/2" ac -Jill_ - ................ d _ _ 8c
3000 P.S.I.pound concrete ° 1 a n n m h•Ighk " DESIGN OR CON
I (---------------J ' Typical all packets minimum I a d I I 3088 i� ,I
11-7/5"
dee
Ila
I i
be
lld above
girdeal I
r
paper arta 211 3n a 12-2x11 • 1 m 1 .. ....... .... ....O m iv Md9erotor trY 1 31 311 I door assembly
N I � CUPAN
I _______ ___ _ irder acket-G-P 46 minute
d In
ith
topof th•basement slab�tlnnal 9tle, I 2-11-7S"2.0. prevent acted with Kcalall pockets - bearer°fumaeabove I I e �. I'°'-5' 2-1�2° I Pan 0 dosbg dnice 48 ,asseblratetl CY OR
If the estimated dimension between fh• I - _ / _ w * / roerde p _ p______________r --I 1'B_i 1 - Flnh2-71-7 a" boo jolde to equipped
tlquraed with WothOrder egider an top EIS UNLAWFUL
m
I°man than 80"us•00-3 4"wall height 1 I x- r-- G-P lam IW I E , •quipped with df eW�olher girder and
-
I I m 1 _ - _ O 4-1/2" 2.0E G P Ivm Ivl closing Bevies e , p an ac
I I 2-11-7 B"MOs _____ I L______________ I m seaunlya
L-----__ �, a Flueh2-11-7 2668 3089 T
I • l 3-1/2 deet lel G-Plum lvl , I a simPson O /8
TI
I column on 2x2xT - - - - - ---6- - - - o • • • - - - HGU5412 - Uve 60 CFM 2AE G-PT°m Ivl
THO
I: Pouroticancreto ' ❑ i 1 -------------------------------' • I - The atru3'0"2060 8 3'11-1/2"�s � N exhoustfan ' m z 3'x31 x11 dee CUF
----------I • r-------- -6',-3 4" �m I m c°ncrebarwootl OC CERTIFICATE
fault. I / 1 Fibro Clings flush glazed minimum 1 poured concrete ATE
I 9 I I _ _ 3 1 2"x a2-1 2" '°n: I n n r \ ntl with 3-1 2"
' ITH
2x8a°gaockideasNOT FROM
41-5' 9-3/4" -6' 2" 6' 211 61 OIL , I _ / / �o d i 7/2 eat. Lanareg \,Y, P / ; _ (D?�W/
I I I step-up N dlia n n rn � 1 aananb.thea lolly I; R MWG UNTIL SURVEY
_ 111"o,c, I I ' I wall Oan ^ 8 Y!E E i I o �. I W
1 column above FOUNDATION LOCATION W
.�-. n xis I in LL ro' {��
4"cemorge Blab I 1 3'x 3'x 1'deep a wall I I iV N 3� D' m;R c a io I 4' 11" ; nHAS BEEN APPROVED.
I I ound concrete this arm • 1 w1 M o\@m= Ir n= 4'a"-� I }t°Ilet
M Irl m . reinforced with 8%8 wire mesh P 3}
1' ad with 3-1 2 I t0 g i;° lu Ti p e 6_ 2= shower above
I IIA .A 1 anafibermseh , I I P / " 1 I n; d Living Area m.-.� _ 1/
,v volt I Ext<dorwallbatw..n cancrotefilled 1.11, 1 s n? m, I; 9 n11 Q I OpentoAbove y above L CONSTRUCTION SHALL C
1 4 4 I house and a..,.le on column above I _ 1 c g '1 n c 2 staggered la •n°/ 9
m I I ` a: 11-7/9"C-PWII� lwitldiii" = s ; - I 611" °xehaatnck - I M THE REQUIREMENTS OF THE
I m 1 I ' Y
Bridging at miaePan I ° o house olds I e: heipM y- o. `O I o I $ 3'1" / 2x6 cellin beams
= t o I I o AI I I Pince anchor bulb 1 = r 1 ' ° f' near obis. I i _ u� " Ent 9 layer - I DES OF NEW YORK STATE.
v I a n ry I iowarae Intador alae SI I I ° ..it.SO at 111" 1 m - ' _ on°don and1I ar°n
1T - A thin web I a J w m Entry e u IWn9 soave jacent wallets Garage a 111"ac.
m 5 I ° I 1 reinforcedtwith 0x6 who mash o I - M `- - c la m n_ v 'a I• ° `e -
(V a I o ' I N uee SlmPsan I0.' ^N ^ $ \a
I a S \ z d I CERTIFICATION OF
x 11 I I I C m IUT312 hansom a I °
u w p o I
and tlbertnaha. Simpson SUR1.81 II • I: a 3 Im m° V
r `
t
o p / i Sao 11-7/11"G-Pan _ ° RA LING & CONNECTIONS
I I E _ irl V' is Q r5 i connector Ia l l
_ _a = E w eimpnn smin 80 at 18" ' $ n
o I I - .. m I Ips E e, v \ IS °� °' Ncusttz e' h"REQUIRLD.
\ i r I i/6"P°r 1'run Pilch minimum N - u\ ", c o: V Connect ii-7/B"fettle to N floor oleb •� - I
II I Bolla block 4'o.c, Solid block every 4'o.c. _° e - I Ic E - d : 0 �� ........
flush _ - _ J
I Iry _ every
I minimum the nrottwo 1 I \ c s _ flush 11-7 0 G-P lam lvl I\a Ml
° I minimum the nrsl two :&.. I r' c o o f I�m e ^ I a �1 ^'.iA\% m., d 45 degr6s"th Simp•vn 2-17-7/0'-2.08 ...._ •m a n m
a b° affI.mobbon bays of floor Jdsb on - I ° •b' la 's _ \ q - I I rn
f' 1 I n m 9 I G-P Ism IW a
2x8 deg OaekJolsts a I I both andwall aides 3'10"x B"Ihlydr P.C.PCwall en N o I 5 O ' r{ \a sur cr cul 310 hangers-use XX I 11;c
io m I both endw.11 aide, I I a I 1'D -4 8-1/2" b u
; I x 1 ,----I I FlIlnfoundoUonwlthcean 0x70"P.C.footinge,wall - s ° n 2x8nvlingbloeWonJdeb r Iia NERWRITERSCERTIFICATE
79"a.e. r II I J L________ __-- I _ to vI 113 c �3 n 7rei q1° 2-17-7/e"N78D .. ry
• --------------- -- r-- I have2 4 nbar continuous
O 1 I • slab ane use wale horizontally i'from top Hom a 1 '-': w II ' Lantlln - - - - - - - - - - - ;m n REQUIRED
n
and _
ane bo e
- _ - _ _ • • • • • I' L_______________1_____ tamper to compren°and footing Will have x84 robot ml I -yam Md 400 led.W 304A Md 400 aortas 7W 3048 N IIS
{Ie,- _ - _ - __- _ - _ - _ -_- _ _I +
T 2-2x8 acs -------e,,8 acq leaq°r board-a C-C deoklobt�rlth before PourinO Blab continuous horizontally. I I ;/ . ............ 2-.lIA::?54:4.-7IB�............................3:'I.-7SB':X..4'P.-7/e':........ ...... - salla black w•ry4'o.a \
12"anchor bolts will be pieced no -' """
70 diameter J46" gvNanized Joisthangers _ L-_-y-1-p-p- - • I I I - I J eprses wlntlow so-so window ThermaW 3'D"2050 minimum the nrsetwo show NI
N
concrete Ile n • O 2x°eq ledger board-attach deck faleb with I mon than 2'mmantl n° I \ Etlga of 2nd floor aveManq 10.3 of.0ghV5.7s.h vont 10.3°.f.R9ht/8.7•.f.vont Fibro 010.10 flush glazed _ bay°offloerjoieb on Oft
-
\
bottom L o _ - !l galvanized Jolt hangers = I 1 mon Shoo 1'from° I I - _ I 1 0 _ ---1/2a x 112-1/2" oth endwall eltln• - •. '? .-- - -.- n
' minimum 3' o °,I i` I vomer or and of 2xddtoo rill plate
~� N \ ... 1
1 Y m I I I I Tharmulry 5 12"2050SL
a ° below peals a 6/4x cedar c a 6/4x8 cedar docking ala ib 7/2"nuband 3"z3"bearing platen an • I O O FlDro Classic gush glazed I m etlps of 2nd floor Wall above
O O [ v o a ale -u to be used an eve anchor boll - _ 1
c u - - = I I P P every 6' 2"-'I Covered Porch 74"x82-1/2" Ia ...a.l�
ro 'u S m 3-zxe acq ., d I foundation 3000 P.S.I.pound concrete j 1 \ ul Jam- 1x'1-1/2" is ,$,+I o
- -(�1- thlearo° minlmum PLUMBING
_________ __J • n
I m �. .. . m ....... .......................................................... I_ __ --------- _ -- ___ -__ I� _ _ - _ 2-11-7/8"208 a-P teen ial _ _ - _ - _ _ - _ - _ _ _ _
.'IL 'v _ _ 3-2x_acq _ ........................................ .• L _________--____-_____J �' _ - _ -� _ - _ - _ - _ TESTING BF OP ER
•"T" • I A P UMEING ✓JAS7
_ - _ • I -('$- -®- d WATER LINr,� NEED
�............... ............ ..�... .. ........................... .....� I ., -- _ _ _ v ING
saga of tloek above --'-- -------------- Md400e TW 3032 Md4p0e Ins F � ,r .
-- 1 I II II 3'2-i/8"x3'6-i/4' 3'2 1/8"x3'6 t/4" ..
I--4' 7-1/2" - • 6' 2" 5' 2" • 6' 6" 1 5' 5-1/2"--1 5.9 s.},light/3.B•.L vent 8.9°.f.light/3.13 a.f.vent
columns I�-7' 1-1/2" I / 8' 1-1/4- j- 8 1-1/4" 12' 6-1/2" 7' 1" • 71 911 PLUMBER CERTIFICATION
17' 6" 1 1••2' 6"-I Imo-8' 10-1/2" -I 211011 ON LEAD CONTENT BEFORE
UPANCY
piers L-7' 1-1/4" I 8' 1-1/4" I 8' 1-1/4" X11. 11'IF 9' "-�17' 6"I Ir--6' 0" ►I� - 17' 11-1/2" I'• 12' 1-1/2" •I� 21' 11" 1 CERTIFICATEOLDESF1 W ATERI
X6. 0" I 17' 11-1 2" I 12' 1-1/2" •'I'° 21' 11" -I I` - - -- -- 58' 0" -1 SUPPL RS,57 IN ANNOT
/ - 58' 0" / -1 First Floor Plan 1219 square feet living space EXCEED 2, 7u' OF 1r LEAD.
427 square feet garage
Foundation Plan 347 square feet covered porch
58' 0" 2' 4"-
- 12' O" _.I1 2' 1" 1 1151 0��-.11 2' 1" I Ia 1311 -1/2" - 21 - 0"
�-9' 10-1/2" 7' 1 r'--•{�- 7' 9" 7' 11-1/z"--•{�----10' 6-1/211 6' OIL
Md 400 mdse TW 3046 And 400 series M 3048 Md 400 series TW 3046 And 400 serise TW 3048 Mtl 4100 series TW 3046
3@_1/13••x4'6-7/8" And 400a AR41 3'2-1/5"x4'8-7/8" 3.2_1/8"x4'8-7/8" 3.2_1/8••x4'11-7/6" 3'2_1/8"x4'8-]/8'•
egress window 4'0-1/2"x1'5-1/2" egress wlntlow as...wlntlow agrees window agrees window
----------------------------------------------------------------------
r
---------------- 3.6 s.f llght/1.9 e.f.vent 70.3 af.light/6.7 e.f.vent 10.3 af.light/6J•.r.vent 10A s,f.light/6J s.T.vent 10.3..f.99ht/57 a.1.vent mei
_____ ______-- __ -__________-_ 10.3 e.f.Ilght/5J M,vont _ -
�____________ _______________________________________________________ -_--__-___� _
r____________ ___________ 1 - - �
1 II II I ^mss O
j 1 q�a� I I II II Axa ntN
1 R 2x10 roof raftere 2x10 roof rafters G` @ 1 II II 5-1/2" g\= d-
1 I II
IE d 16"o.c. te"o.o. tih� @ d 1 1 O If 11 _
1� o ,1 , m I l F- _ 11 a II Bedroom 2 N Bedroom 3
I b m @ o;12 a� a N % II �O 11 12B 0. \ 284sf.
�� n i �; E Bedroom 1 sea 6 II 0 8 N E B.OS lighting/B.OR ventln9 17.7%Ophtln9/6.6S venting
I p' E d e ° o of I �❑ mm\ 167 e.L 0 fhi/2" E' _' 11 m oI
I + n m II S 8'1"eellln height J;
I 1 -a 0 2 ° g Yes I - _ nl I • I E d 19.0%Ilphting/1D.OR venting - II Bath 8 II ,J 9 q 8'i"ceiling height
1 1 c '' 0 e ° ii-7/11°2.08 G-P lvl 1 O rr= � c ° N II 3.5 s./. 'r3 II _ d Ot • _` is sl- N
111}7/B"208 G-P Ivl 3 I µ M a x w\ a c 8'1"cellln9 height II ®. light II $ '^ m I 8 m ❑ is GD Ml \
I °� t I •� � ' gg I II II m 2x0 telling beams 00 m
1 seat I i S II II `V 18"o.e. rr I
JE
1 /g=` @ I roan Closet II
I ' d 24''4 Ovi e I O 111 2668 d 2689 2Bifls
1 1� . $ �$ $�P 1 1 i` 3068 a _ I 14' 11-1/2" g�w
I (a m ps e I J�.y 1"_�J�3.2"-•I m o d
1 Thb.edlanaf 12 - 1 I - $�I o m Hallway iN o-q
1 'p3 main roof lea build 5p A I 1 � wi 3',4-7 4„ ° E 8'1"salting height
io 'hF-5' 9" C I gm=
1 I aver 4i I I'-" / -'I andghtn0a ;
1 1 n 211118 `�` $ Roil 5068 Goes m g
113 _
77-7/8••2.08 G-P NI __________� I _ _ : , L
I v________ _________ au c
L________ I T-I _ I p : : oda Close! Y a
1
And 400serle.TW2446 ....... moo:
1 1 I I I I 1 2'6-1 B x4'8-7 8 II ; ; i 11'1"cellin ha19h! --�____-� _
I This section of / " / " -"R-� rn
1 I I 11 -o - iRe-tear on vin N
1
..In reef ie°build _ 1 I I I I 7.6 e,f.Ilght/4.4 s.f.vent l _ yl pan _ N
1 veer a • m - -"""' with dent.eu99eded
11 II II M l 8 II _ -
°o ° 11 I I o Waster Bedroom o rl g p ............... [[�].uh,,m '° 119.2%fighting/4.6%v.ntln9 - m` m J dryer m/2.. p ..... ..._1 N j 0 en to Belolvi ....5-1/1" \r
I a m I I
Troycalling- ........... -- M
I f 'x fin• I �/ r I I I [Y m 1U' -i/2"mo%Imam U d II i t o °
e I I _ \ II `• vblyl pan/Vlad o . m 6
1 1 ¢r ° �• d b'' T I ceiling height at flat I ° d a .........._ cl
telling m
i i ac m 0 11 II - h . I .. _ - _ .... .. _....
- a m °> 4-2x sash header i o o ............
2x6 roof rafters :` I---4' 0" 5' 6" ry o _ N
° d '., II ......... ._ / _ motor occ. I - 1 \
i6"o.c. 1 l 1 I I $+'a In I ............ m I N 1
1 xs : -
I l l I 2r6 roof raft°. I I 1 mss loped are°:d cellln9; vi
a_ \ 3'D"M1elght 7 OF P1Ely
°- • Idopeddteamcemng Master Bathroom
2x10 roof rafters 2x10 roof rafts. o P - 2x0 retie flee 1 IN rhe
I I o\o= 20.7 a,f.
2,10 roof rattan 2x10 red of mibn t fi"o.w 10"o.c. 1 113"o.c. I ' 1 r I o .: i 18"o.c. _ 20.7 ~
l 1a^a.c. 16"o.c. 1 1 1 �^ M 1 Hallway '� o f : a a^
139"ceiling height
1 1 I I I vin Tray cellln9- 6+ a En
I l 8-1/4" I m '� m 3068 10']-1/2"maximum m ; -
0 I ; _ _ _ - ceiling height at flat
--------------------- --- --------------------- I / An d 400 sane•TY 3046-2 Md 400.TW 3032 Md 100o TW 3032 o calling
'. _ 1
I 1 1 I / 6'I'3-1619"x4'9-7/6n 3'2-1/8"x3'6-1/4" 3'2-1/9--x3'6-7/4" O
1 1 I - 1 / / goon clonE -0467
b II-_________________ _________________JI II
O /
grace window 8.9 af.Ilght/3.9 of.vent 11.0 s,f.right/3.9 s.f,vent ie, ��
20,11 s.f.Ilghf 10.4 e.f.vent - - - I �i
11_7/y ______ __ __________________J I I xy 1 / /
Arnullmlnderson CM-30 Md40088-18X3040-2
14'2-1/2"-•J 11'3-95/te"x4'8-7/11"
E C / e roes window
S q e d I I I / t63-0/8 x34-1/2 20.6 at light/10.4..f.amt I
G ,S o `o = r, / 13.4,ef light-Renal....a.Grill Second Floor Plan \�
6 m 1 / milled!together ♦ 1
ry E m E I 1 ______.n________________________________________ it I✓ / Mden°n CTN-30
A L_______.a------------------------------------------ �� ,.I, r� 1 / _J/�\ 1495 square feet living apace 6'3-7/5"x3.4-1/2" \ I Residential House
.�: 1., �• L�__________________________.__-`^�_______-__________-__________ __----___________ 13.4erlight_Ranal t.sec°Gr lll______________________J
• %-' window center I-2' 6",4 Imo--9' 8-1/z" •'1� 13' 6" -I X 11"�1 3' 11-1/2" �8' 5-1/2"� Long Island Home
Roof Plan - - 18' 7-1/2" -113' 1-1/211 - -4' 11"-.4I -3' r'-•'l l 16' 0'. Builders lnc.
Ee-5' 0" a1.• 31' 1" ••1< 16' 11" 5- o-----.4 East Gillette Drive
BY OIL East Marian NY
Drawing Titles
New Code Requirements Load Path Information - Roof to Foundation Foundation Plan
New Code Design and Structural Information - G-PWljoist framing notes Hearth Extention Note First Floor Plan
1 -E.lewd Structure Note;Above plumbing locations aro marked on plan Note:no following aro requirements fora
2-Ex oeurea Framer must not place WI laid under plumbing hearthonalearthaxtendoo. Ifowerdedroea Second Floor Plan
2x6 Wal16tud 2x8 Wall Stud p figures waste lime path flush hearth extension.than framing at
3 .... .....-.___. I ,-,- 3 3- 120 MPH Wind Zane Nater G-P WI laterite can not have their .replace must accommodate the following law.
2x8 Wall Stud Slm eon OS20 cut to length, i 4-Design le Preacrlptive flan es out into. Far plumbin9 waste Masonry nraplaca hearth and hearth exkeelon Roof Plan
double top plate p 0 5-Roof Lauda Snow(115R)40 or rive load zD at aead lana g
lapped around 2x6 sill plata P D Ilns spat°on parallel plumbing walls, •hall be constructed of concrete or masonry,
Simpson CS20 cut to langlh, .......J. New Code Compliance
and"ailed with groom amount - - ---• h ,,1 8-Floor Loatls(living areae)40 oaf live load 2D pef dean load p
lapped around 2x8 slit plot° : Nailing Schedule e V U I ie 7-Floor Load°(attic,exterior deck.)30 Pat live load 10 pef dead load space the 2 supporting 0-P WI Joists va supported by carr-crry hair a.-combustible materials all
.ad..Tied with properamaunt al Bd.elle ;mj Studfollowa Imposdload..reinforced to No
theira., htandall t
-� ^'-r"""", Not•sheathing must be nulled to top plate 0-Snow(46 pef)
2-2X10 header : """"' i 40crad 6width 3-7/2" 6-7/2" remainagains. Ne uombude of material°hall
or Btl.site � e-All etructurollumber-plata.,Jcieta,eWda,-often, ® construction
2x10 Roarjoins 1 0 Exterior Wall Sheathing 16"a.e.-17/16"fir edx pywood 40 entls eerie. d' B" remain against the underolderuhearth•and
2x8 bottom plate 9- collmr the,ndgee,vvllw entl hips an Douglas Ft,82 e0.edn ]" B" hearth axteelonwftar ronetructlon. Phe
2,8 can Gill plate Simpson CS20 *'Edge Zone(on,wall within 41 of calmer) 10 galvanized 10-All engineered lumbar l°Indicated an plan°by type.manufacturer and size. re, J p p ® permit
...an natio every 12"o.c.each°bud 11 -Floor,wall and root sheathing are cdx flr plywa°d of the nominal size Note:id third obi can be shifted u to 3" minlmum thicken of nn bee f halart shall
2x6 tea sill plate -• V: to avoitl lumbi. Interference Deo". Tha minimum thlckneos at hearth
4"concrete slab Strap either way Interior Zona(am•w 12aax,..anronn comer)-Bal gakanizetl plumbing
D Y given-Flo°rsheothin9lealways3/4"T+G.walleheathing l/2"antl salendonoehsllh•2". Exwptlan:Whmth• �donotscaethisprint. use
olts every 21Window Sill Plate Name
x 10"anc1 train b.comer a c.. m common nolle awry l2"o.c,each.[veal roof sheathing 6/."plywood.
Simpson NER 393 H2 Name funic-frbrimilromer.c.' •OCk 6tUd and
t ..Bilrom any cuserar 12- - altar One t figured dimensionso y
Name than l'from any comer°- 1 ♦ ................. .-- --• - : - .....°- or Two
Family
Wood Frame High
Wind Addition Manu 8'above the top ofthe hearthiisxt raised extension.
bottom of the lar only,
4 end of 2x8...ill plate -use 3"-1--- antl of 2x6 ccs sill plot. 3 : : : 3 Hoof Sheathing-See Nailing Zone for Rod Sheathing Diagram or Twa Family Dwellings- High Wlnd Addition
baadng plata under But Zonei Zone2 8ans3 Zone4 hearth extenslan of not lase than 3/8"thick.
betting plate under nut Foundation Field a"o.a. 12"..0. 31"a.c. 4`1 Dc. Reference Manual/Reference Standard brick,resole,stand or the is permitted
Foundation king stud Foundation P...I Edge. 4"o.e 6"a.c. 3"'a.. 3a..
Coggin Lovd Coleulatlone were derived by u.tng the
Cross Section End View g Uve dead snow .al.mle wind load.listed above under Structural
bottom plate Nailing Zones for Roof Sheath n in 120 MPH Wind Zone / / / / A-
Informstbn(above)for the area in whish the Residential Strvcture Isheet number
Wall Studs to Rafter Connection Ona of the link°In the cineol load path One of the[trial in the critical load path One of the thous In the critical load path tato boring and e/eronts of all Wood rel me Ccr.tntslo the Proscriptive
En toee buil Requ lremdn.I of the Wood Fra me tonhe Pres file number DC31204
One of the links In th°crlttcol load path Wail Studs to ACQ Sill Plate - Slab on Grade/Garage Slab Studs and Headers Around Wail Openings Wall Studs to ACQ Sill Plate for One or Two Family Dweliinge.
Date July 20 2004
I
l
roof doge vent
11-7/B"2.0.G-P lam lav
,toga
27' 11'1
roof ridgevenf
.of Hall.vent 40 year architectural shingles 11-7/8112.0o G-P lam lav of ridge vers[
11-7/H"2D G-P lam lav 8/12 16P fel[Paper ridge11-7/8"2.Oe G-P lam IoV
ddge 918 raker tie.16"a.m. 200 roof rakers ddge
5/12 6/8"sheathing
rafter ties I6"o. :van:,,
...f....:. ':
Zile Calls same Sf12 R-301nsulatimn 7/12
9-, 4 t :"" 2.8 rakerii..IH" 111111 111111 IIIII zxa,oxerties1e"
i.0.. / Vii!::::'::: .:: :�:' ::::i:: PIaes2-3/Hes
3'4-1 2"+lMiv Salva bolt.at
iii " tie connestlanr....i....i:i..-1....i....i....iiN C d R t - ea eriieve o e q ,erases s xxeeennn heem. 3 2xBh d i....iiL..l...l...1....ii16"o.0. Attachroftr BeeR 301nsulWon etch rafter/colic........................... i D id8- /m ji I[ Asphalt Shingles-e hall have ea"gaol ebip.or be UlAt ridge-Strap nth rakr an = n oe'.? : to tripe.hsatlsr. I"..1"..1q. i ! ! !° 5' a„ Interlocking antl comply with ASIM D225-Fasten.for each aide of the roof ddge board to 1/2"plywood with simpsD _�i See new cad.detail.. F ham en iI aepholtehingleeeholl begelwnl.derstalnlawdeal, each other over the ddge with ekesthing = g i....i....at.._:.._i.._i....:: minium l2 guage shank with a minimum 3/8" golucLied a feel drop-use Foundatian T ical Details must ran up = g S h e'I"............................. .... : dean and inappI td
diameter hood.of atm the. melroblhrou kite. Slmpsmn C520-Geld suit tD about Garage yP to top = eheelforstroppin '
........................ ........................ . . ....j....i.._:....iii...,.i....i....i....'. . l
5/12 g P g _ n Sltd = n
Z. roofing matedele ondaminlmumo3/4"Intra the roof 24"...of0 each and wzh At ovary stud lOpagolvanlsed Soffit double plate - requirements 6 minimdokewnd two
"T+G Plywood SubFloor sheathing. Where the roof damning le lees than 3/4", minimum af0-8tl galvanized nails p q = � boysorooF roken on - o
minimum the first two ::�:::: ::::':::...'"'::::1::::::� 1
3/4 y the fasteners shall penetrate through the eheathing, steeletra around the 2x8 ac Bill Overhang as Indicated - i i i iii i i i iii
" 11-78"G-P Wl series 60 at 18" Asphalt strip shingle shall have mtnimum of 6 At oath 2x8 du raker plate and up ostD the 2x6 wall stutl 1x8,1x8 or oo - 5' O"-'�
2-11-761W / Besilln beams above. use minimum 4-8tl 1X12 pre-pdmetl = both endwall dace N
1 t-7/8"G-P WI nrin 80 at 16 / fasteners per shingle when mod In a 120 MPH wind above-eonnast with 51m an c
WIT,
3/4"stso nous en each antl of strap- finger joint pines plPstk wrap around all _ _
zone-Undsdayment for Coote of 4/12 or grantor doll HER 393 H2 strop-secure each Un Simpson CS20 cut to with Continuous,black rough window openings _ _ 15/felt paper
oo 40 year acturol shingles c ..
14' O„�__^
inch plate 2-11-7/B Ivo be applied shingle fashion,pa g and with 4-Bit galvonizad nolle- = m
1E with 3/4"steel rdel to and startles al . .............................. .......... .
. ..... ......................:.::.........:.:.
1'0"I the saes,lopped 2".fastened sufficiently to hold in .e detall"Wall Stud.to Raker neeeesary length added ting beneath bxted.r do..
6/i2 2X8rooimkan 'n
flltM plate patntetl exterior dean lnstallatl = 6/811 sheathing N
Bedroom 1 in limits plan. End lope shall be offset a 6'-lee of at leas Connection" = 3/4"k+y plywood subflomr = Cut packst out gl top
shallsofa[ofan Ice baolymer!ceified ofatIsast2 Fascia Ix - - 8x6far G-P glider
Top of garage wall layanoeelf-adhering Polymer modified bitumen At lstfloor stud,2nd floor ahle 1/2 x 12"anchor bele.for fibearong -cennntwith 2- 11-7/8"G-PM non 60 at 1D"
1x2 on 1x8 11-7/8"G-P WI cerin 60 at 16'
anchoring both aeq plate and dm)mist 3/8"gala.lap screws
3-1/2" - must be same alawtlon wheel,shall the arms
s lou oto armint at lose
24- correct
and 2nd flacogether stund rd[in SIm ns pro-primetl pin -
concrenefllledlally Ftr a.top of First floor estend from atlge to point at least 24" connect all together wl[h Slmpeon bottom Wali plate finger-joint lI = Solid black every 4'D.c, _
column above nm Wall Indtls the exterior wall llneo4he building. CS20 etre keld cul at about ewry2'o.a.with Window ad Fxb Door Coning 2 minlmum the flint two ii 20.111beams
roof ridge vent o y p- 3"n uare bnrin point - - 2-11-7/e"2.Oe G-P
11-]idgevetG-P lam lw In length-secure each and and boxend 9 g 3-1/2"window-door caning _ baywMilaar)alske an _ with lxe prcprimed i•0" IN wrapped with 6/4X12
of find Who plate(washer)undernuf pinebntletlboartl
Undedayment in high wind zones(120 MPH)shall In Rake 2zS stud wall - both endwall sides caging or 6/4 x 8 proprlmetl pins Master Bedroom
rings 1x2 on 1x6 1/2"ODX plywood banning =
a addition have fasteners applied along Ute overlap•net re-Primed pine = = Top of Parch roof girder
\ further a part Nan 38-1 e.-Sam Flanking shall ba Al every stutl lap and moll a galvanized Said black ovary P P I6jl felt paper _ _ - be
2x10 floor Intal in 3/4"T+G either corm.fon-rooldst metal of mtnimum neminal.019" steel strapam..d the 296 wq.111 minimum the fink two knsrm.ng mks fa.da c-1/2-1lnq = _ - ix4alban tlpine muetion as tame
f0/12xB rafter tles 16"o. Den
Plywood 6uhFldor fhidmen or minsrol.ria.roll wet hting o minimum 1'overhang robe 6-1/2"exhe
p.16"perieo[Ign e = idexe bmaro over 1x2 o elevation ed top of fist
9 plate,up beyond the istflacrboxentl begs of floor joint.an 1x12 rake eo rotl cedar shingles R+R - m _ /2 cetlar spoor /tear wall
of 771 be par 100.gw.fast-Cap Flashing.ball be and up onto the 2X8 wall stud bath seawall sides p,,A..d pints o to
=
nmealve-roddtord metal of minimum nominal aboves use mtnimum 4-etl Point oo
Hooker..o.019--Closed Valleys whey lining shall be calls en each antl of strop- - R-19 Insulation = 6' Q" 6.6 cedar post
ane ply aF smooth roll roofing complylng with ASTM 0 Use Simpson CS20 cut to 0is
In Garage c Avero9e 224 Type 11 or Type lit at least 311"In width-Citations ..,length length Solid block Wary V a.- _ od 6.6 sit directly
r Post
2x6 ce I n beams Averaes 4"Senega cencrob slab AwfluiWatin [hall he ieekalbtl on the della aide of airy chimney See--Wall.to ACD Plate Odell" minimum He first two _ - to s1!tllrastly on,title, -
6/4 x 8 cetlor 3"Thru Roof 3"Thru Rlao1l1
.A.Ung g greater than 30"-Sldawall Flashing against a variant boys of roaf nations on = 3/4"t+q plywood sublimer - + decking P---
w/HxB win mash 3'x 3'x 1'deep grade .Idewall shall be the ale fleshin method. The use of 2 stn one lopped both endwall sitln
e-1/4" grade P by P 9 Ps- j 2x8 acq
and flbermeeh soured concrete
paid WltM1 3-1/2" arountl antl nulletlM 2x8 Plate IIIIIIIIIIIIIIIrllllla 2xl0�flaar Olmb i6"o.c. Itrllllllllllllllll llllllrlllltlllllrllllltlittle 2x10}IOar jaleb i6"0.e.Ilrlllllllllllll9gg11 x cedar past.eewrc
Egress wlntlow,aro needed In habitable basements and the 2xS ccs Nll plate and ales Cedar Shingles 2x10 flnr)olet R-lit insulation 2-11-78"2.De to-20sragirder lh Simpson
nailed Into the boxend and ane 9 2x8 dCo plate / mIntemink.ery4'o.0 CS-20 strap-cut at ib" 21' '1I F _ 2••
all bedroom,-they must have an operable area of 6.7 elll sealer G-P lam lvl minlmum thefirst two Place Slmpeon CS-20 Avera ^r-� I r---1--
noiled tesla cosh wall stud antl the 6-1 2"sX osuro rad cedarehingles-A2 R+R be of floor .Isla on
square feet-Nl e9ron wlntlow aro marked on the / a termite shlNtl Y° I o E I I etroP-eui al3D"-in existing
plans ether aid•nailed into the boxend le minlmum-double let coupe-space l/B"to Avenge axiefinp both sndw.11 sides -
Under Oen allowable-Number of nate.nodded 1/4"damn-ad1wom umesl-1/2" grad. 1/2x10"anchor bolt, Eo1 I each pler-attach to grana
VF poured concrete Blab at each nd of such strop suit minimum offset-alternate causes should not B"xT10"poured erg I I gtrnsr and jolt!-
w/8x6 wire mesh For every new window and glazed applies ailgn,30f felt uldtdayment shoud have 2" concrete wall
and fiberImm door, 7/16"plywnd panel must be Sam"Sells to ACO Plats Ostall" ov.riap horizontally,6" vertically and / E I 1 f0"dlamatia,murod
made. Panels shall be Pro-cut tv Cover should ovadap soman by 4"bath ways- Place/4 rater, Indy column t _I
concrete Pier 1�1 I I I I 1
the glazes openings and to allow the 1/2xIg"anchor boll,for single sill plate further all corners should roceiw l vertical thm.horhamally/con8nuout rJl 9"
fasten..to be assured to the Nnctural 1/2X12"anchor halts for double sill plate appltcatlon or Nrvenst plastic cr.1.1l.r Throughout-21n ' W
I renting.2In wall,1' 2nd Floor J ro
wood wall framing. Panel.to be marked every4'a..and no from top and bottom 2" 3" 3" 2"
_I ad to law8on,pro-drilled far2-1/2"#8 mora than 12"from any 4"poured concrete slab 2° 2"
.- 21' 11"
woad eenwe at 12"a.v.arountl the vert(wither.quare bndng and fu wire mesh
11-7/8"G-P WI esd.BO at 18" There esdmWill b plata(washer)under nut and fibermnh
Den / Bedroom 3 The shaker,Will Asan adored angle 6"x+6"Poaretl
I and
to attach In woof There will be an anchor bolt no conarob/Doling YJ
14' Q„_ � Y
major storm. mon than 1T
'from either elite of 2 x 2 x 1 2
anomer and no more than 12" poured centtetd pad j
Bedroom 3 Garage / Master Bath from boardthe o/o2x8ccoeill r ,I
plots bairn -10 I N1
Flroudi In mustbe usedinapping Is toe'Intallld Y1yy I NI
PP g Main Cross Section A-A
Including garage walla. FlreelapPinp le to be Installed
between all oadal over glyde..
26' 11
1vt Floor
Attached garages$hall m eeporate from all sther
kla
.Pa..by conatrucn hiving a fl.resistance rating I "\'
of at least 3 4 hour. Each D Ina(Indudin scue -
2"hearth sxleneto.sten. octan holes tom the due) bell be".IPPed WIthttl
a All notes given for this cross section apply for all
4-6"poured cemrota
exself-closing door having a Bre resistance rating o at
Q6nhar l'a.ebase
. 1nwt3/4 hour(dnr and jamb), cross sections if not indicated there
has %ndan 4 4C1
House Trap To New SCH13
Penrod corseletsr7 Forpakial orfull at is spaces above garages,2 approved
Bo.d cut flaorjolele lairds of 8/8u type ski ahestrock Is required forth. Sanitary Sydarn
fireplace boae steel decides calling with all some staggered. Plumbing Riser Diagram
no scale
Typical Flush Hearth Extension
t46.o
N26i62'40"W t45.OP- - - -oe� - -'� - - - - - - - �Cob a6E N N One
si
I i
F----44.0 - - - - - - - - - - - - - - - 43.0
usg�
I corner of hoe comer of house
'
< hila. C :,
1 12IDsr Kmaraw . .('
35.0 I ^ -35.0� I �in
eefbacklln� n n setback line ui N
m ' U
FM �� _
Ira mar. R m
�� n I c
o T7
® ® ® ® n In Setback tines- I OrV - ranee PeaM1 - -_ - I m
n 3 dashed
in res ^ O
Ic I. N z I �
FM � Y
IN e I
emit
s'o" 17'11-1/z"-.+.1X'1-1/z"-4�-zrlry
m
l
o • Y r
E p$ /
FFM
® ® ® ' - - - - - - - - - _ - _ - -
® ® ® ® ' 526'39'30"
120.69
Gillette Drive East
Site Plan
1/1 s" = 1'0"
Scale 1/4"
Type l Endwoll Sheathing Requirement Type l End..R Sheathing Requirement General Notes
Type Sidewoll Sheathing Requirement
Roof,calling and One Floor-720 wind zone Roof and Ceiligg-120 wind zone Side Elevation
Type I Sidewoll Sheathln,Requirement ya g n Front Elevation (Facing Gillette D rive East) 4]'length-1 g'minimum.heohing required 52' 'length-9 minimum sheathing required
Roof,Calling and One Floor-120 wind an. Roof and Calling-120 wind zona28.0'given 26.0'given
311 length-10'minimum sheathing required 31'length-6'minimum sheathing mqulmn or wfl Engineer of rocortl Is not responsible Th.r Cmrm slcn of canxify dlon of every -#4e.orner m
con in 2x6 cod.11 feeling F HE
40.0'gIvan 35.a'given �xi�tl gpsensitizes 1.ss..with the 9.1d alnd psilty Us Engineer of my rah epenat. fiend 32from the top.
In all feelings and 2-(•4 bar In walls y .(� R pro
priorto startof any work The Contractor Ia msponetblefor all
permits antl Ii ssr..required to complete the work. All concmia shall have a minimum compressive strength of 3000 >♦' `�V �+,•
P.S.I.after 28 days unless okberwtme ep"ofiad. 3 �t
Masonry Fireplace-
Masonflnleh At Work Ie to conform to are!lo
ate,county ancal code.. Nat fy
Engineer and/or owner if the bulleln9 dove not comply before All concrete fooling to be minimum 3'below final grade
-1' making any changes, and/or front line. G
All electrical work 1.to comply with all code.and an undammltem "Kaye"must be cut In all footing..
Inspection and cordflcate must be obtained after completion.
Contractor shall verify all tllmeneio.and contllilone at the site All Us or pin holes In the foundation wall are to be parsed both on the lntedor F__ESSiaN''�
antl shall be shot[
verify al for limper rosins Ind C of he.work to the and extortor with a waterproof mortar. Waterproofing m.11 not be a,Pll.d _
until this parging ham been Inspected If required by Town Building Cane.
work 0f the other from..
An ough these plane on it mwn to stole,no dimenelom shall be Framing Notes
scaled. If them are any questions on nlaamponciee,connactthe
Engineer's office. Structural lumber-ave noted-G-P WI Joint.or Douglas Flr- Residential House
Sheetrnktm be Postened with ecrew0.12"ase.along studs,beams head..and etude shell be Doug[..FTr/laroh(northem)#2 gratle or bilker.
and socks. be fast k lm he 1 cre a.12 nth.aloe soled. 6/8"type"x„ All handers shat[be(2)2x10 unions snarl noted.Double all
I® sellmektobeu.tlInglen21,uvonothemlaesIf[hero , Wing Islets supporting wells above and supporting ell rooms above such as Long Island Home
® ® ®
areas
rnace%adjacent ll..etdovShadmck 1..1 bathroom.or
above all balght exceeds
xeeirculatlone areae that will receivefloortiles.
® ® ® fu.ett0.beton etc.humidity
Co In.11 bathrooms m other,acme Place fircstop"tate"In all exterior walla when the ceiling B()i d e e Ina.
where there are high humidity candltiom to be moisture reeLtonk hatghk axceetle 8'.
Cement board to be used behind all tub.,shower unite where there le tile. Gillette rias East
® Steel East Marian NY
® ® ® U.L OPProvetl smoke detector shall be either photoelectric or
Ionization type and shall be almatly connected to a lighting cirouli Steel shallwaferm to A.S.T.M.deeignatlon A-39 and shall meal -r
With no Intervening wall switch. CO tleleooro to be installed to Cade. roqulremgnndothe lateethl.S.C.Code. Drawing Titles
Approved hurrlcone dips/strops must be Installed where required by NYS D a m p ro of i n g
artocal building cad.. See New Code Rules an Cro.Section. Rio Cross Sections
review New Cade Details. Check with]owl Building 0eparimanlfor Vapor border shall be 6 mil thick polyester film.
local cad.compliance Mantle waterproofing shall be troweled,mantle waterpmoflng Elevations
Insulation Notes dehydrativ.No.B. Site Plan
All wall.to have R-19 kraft faced fibergd.s Insulation, Windows and Doors General Notes
® All ceiling or sole that are fiberglass
be glassIflauldwilInsu to be R-30 kala 1.9.Insul.Uon
All new floors to have R-10 flberpla.e Ineulallan. All pn9 ahaType..E..
To prevent against
wom damage,all window and door rough opening are
® ® to eq ivalent on mortem and Idea with plastic membrane,then, nTywk
110
Foundation Notes ore be ou eel membraneIt TH and beplaced
wardcross the henpace Into the ® construction
WIN he cut diagonally In It and the window or door than placed Into the ,
Concrete slabs to have contraction joint.a 20'o.a.each way. rough opening. Apiece of IS"wide Ice and Snow or equivalent material ® permit
Do not backflll against foundation walls until flrwk floor le framed, should be placed above the window or door,over the nalllag flange.
.......• Wata roof all foundation walls. Ice antl Snow or equivalent material of l-2[ayes should be pl...d on
® ro do not scale this print. use
led
® ® .................................................. . .....:. sass.
Concrete footings to rest upon ll b undisturbed doll unless depth
and lop ace Ie dam, the eI11 below the than before wary are etra ion ata minimum.
clay or boll,in which tacit if dhoti be ramavatl to lfe depth antl replaced with Tm9uvrtl van further against water penetration if is recommended that figured dimensions only,
engineered cosncbtl fill. Concrete to be ll be p.ed and ,the. Contractor lees a capper pans be damage,
window all windows and tloar.
toeupplyo..wan far Hours. Cylinder shall be cured under the some To musPrevent bu9ainst dwith All.. ba all caulks g. door rough openings
sell basinas walla and floors. must be evulketl with o eilieone booed caulking.
...................................... --- ---^""""""""'•"""' Sell basins capacity used
S. for foundation
abllmetign hasbeen
.. .. Prenmetltobr1 prior
placing
FOotingeshelt ratan untlisturbetl soil. Grille for wlntlow.an to be eelaoatl by owner.
Nally Engineer prior to placing footing.o that those sheet.timber A- 2
assumptions can be willed.
NYS Building and Firecode
Type I Endwoll Sheathing Requirement Type I End.01 She.lhing eIulame-t Faoting wiza as noted on plan file number GG3G4042
Hoof,Calling and One Floor-120 wind zone Roo and Calling-120 wl id zone Side E I e v a t i o n ( Facing Midland PIace) Wall halght and thickness as noted on plan. Th.de plane are In compliance with appllcable NYS Sultans and Flrecadw.
Type I Sldawall ShesNinp Requlromest Type I Sldawall ShamblingRoqulremeni 47'length-19'minimum sheathing required 52'length-9'minimum henothing required All.lobe 4"thick
I.
Celling antl One Flacr-120 wind zone Roo antl C.Iling-120 Wind Xan, Rear E I e v a tion 19.01 given 25.0'given 1/2"x 10"/12"anchor bone to bes closed every 4'/2'o.o..ad wllhln 1' Date July 2O ZOO4
31'Idngkh-1 O'minimum ehecthlklq required 31'length-6'minimum sheathing required
44.0'gNm 37.0'given
l
Typical lateral Framing 'Connectians '®�'®�0®��®®�®® �®�d
GENERAL NOTES: Typical Schedule -
n{aaoAEoa Rldt•IhandOataa° C:E2SDS:5 ;eEC71OPt - ca®aalm ®meg crDsmststR an
SND VIEye iclarsig
l,4ekrndbrxingc[ropCoferosthega Into
�rislp le u.� 'X'lwt4un from the top crna'r of d1c gah6c m the
The Architect will mot here control or charge of 12,Solid blocking shalt be pmvidad for all w{ao 3.7o caulnat araatn{mabl•IFamwun �{� bottom lamer bran:of the fauth trusn and from
and will not be responsible for 4= .Imctirn joists. WI at mid point. Allow 2'"air -------
Jmm f) pbon N.lib,n l Na h it fi,tazr the bor ,an orn[craf d,c patio da top Cama
K^r a
onemi, methods,techniques snlue,cea end sl race for roof& a.eenrl Puri _ -i r r p � �?'; I ,a' P t 5-; , -'.�'; ��.e 7, p - :', I ' as,1 iv I Ip I t - _ USE h MINIIALIM OF•
+I id i',: 'x . Ili I ;1dl�drylr.,+--}11771�a1-,.mr Illllt srjlr[i,.liiie(IEYr `1x3 T5. (J S , l -alt' FIr-lilt li 'j {'r`r' Ptlh rlRl rl€IIr3 gP}Dt+1 bYgl ' y -- ,e MCC of the fourth linss(we Signal Ilse two
program's in 0onnmion with the work. 13.All studs shall be nailed witthlialvanired 3.+e.ml,rn•. OLIN -` I .oi aa,at...uin.f�7lls,lYr ts�dvt ,,., ';6„t,i,,,,e,!,,,,i r.-,: ,, ,_...4 x,kxsl"DCS � VI?v ,",'yli b. e.���.,r x9 .. u - - Whirl.l„ox •. , ,, .„n. T'W08d NAILS THIS
13 J Ln,,.v_v
Ridge Baan h auiw or. ins.or calm°ma UI R4� ; 40< gal's-
1. The contractor shall give all nestiar,and nails per the requirement;of the Now York _ 3•i sed i 14yplu wood screws w reit 110
comply with all laws,ord'marres, rules, State Building Coda ary a,r ra.v Rafter to Top Plate (Toe-natled) (see T[d31e 3.3A) per;aha SIDE ( TRUSS. . . �..,• riled e4xnnwn nags to al7arh[Ise 2f'4s m the
�I xsa ran;. � Ceiling Joisl to Top Plate (Toe-nailed) (ser.T able.13A) perjoi'o 0 ' gable and to each ed Am TOax markt,
regulations and lawful orders of any public 14.All blush wood eonnedaa shall be fastened �E Rlego Dam Ceiling Joist to Parallel Rafter (Face-naigod) (see Table 3.7) each lap ICTAL FOUR Al fu
authority Haring Oo the[xrfbFMMM of die with rated galvanized metal Simpwn `��
wont and shall ant 1 roti the gun rano Ceiling Joist Lapsouer Ptutidons (Face-sailed) (see Table 3.7) each lap Ed NAILS 46
Pr pt y fY amttelECt01a ` 4mlwr W+s
Architect ifthe drrvvings and opedfik tims 15.All rnalrafters shall be attached to flit Flit"3AOb Rld{a igoe'd ane raallrnal lain!Datta �- �. � \ Collis Tae to Rafftr (End-n sled) (see Table 7.4) per tie INTO TRUSS 1 h
are at variant therewith. � Blaclont; m Rafter(Toe-nailed) 2 8d each end
Rini Board to Rafter(End nailed) 2 16d each end 1 Ir •- r'� -
platcy with gahvanized burial Teen ty- ae tam pal.avlr.a , 1 r "'•' =nae
Owner and contractor shall rmlemmilyand dower tome== mc, 1,,rsrmry+ `
2, ra4•mean,aeame•ra• / rtla7a'- � s51 4q, 1f1i417y�„fjjllgl 111 tt"'Hltzlbi'�.r 1IWnr Dlrlgl�nStli+irl(ITprj ai�}t(,'-�i res In� '`'It'''?ti�Irla, $'1=ua'<EJl' ll+' o"I+. h.4adl ill I�u u!W h''z_a'- I:rr ILL r Ir '.4•,r�=
hold historical the Atchited and them 16, All ix engineersollunhls Shedl be bp•1•It6 Hied�I. / r e jP Yl" ••,R, I .'r�," ,1.rs. .Icy .0 ml:. +,.d' r<, c,,, 1 r, _w-,,,, i, otrR:::� Il P
agents and pnp{gea from nes claims, n, ears.n.tc.nra..al / _ ,_.k�.op Plate
Rd r-„p Plebs „Face- aileinil?t1'.sx ,l,•.lit+>rh�lrr :..La cx n
Installed pis mfg.S(udfxatiaus. nno"op.'.°•o iso i floats l 2-16d' per foot i I
damages, loseee and aspensm including but 17,All electro;week shall cutrt to latest 11w. �\ m e a.srr.s e Top Plata m Top Plate ns (leuailea) s f r
lid limited to attorney fees kriging cut afar ca0•rra sal.arae� a _ �� Top Plates at intersections (face-nailed) 4-16d goima-each side (
ofthe National 1310dric Coda nand mm�d a I 2-16d 24" Cie.
t
Stud to Stud (Face-nailed)
rebutting from the pe fmnmcc ofthe work m.a.al ata• •� 116d 16" Co.along edges F ,�
18. Al:plumbing work shill cunp8y with 2ylrS _ .� ,i Header u3 Header(Pace-uailzdj .€
provided that any at1011 chim,rtamage, loan Building Code, --- _ FLOOR 2
orerrytnse(1) is attributable to bodily g 2-16d per 2x4 stud
injury,sickliest disease or dmth tr to injury 19. ]titaihen and bath tablave mbarast fins lie par puma h4a JOIST / Top or Bottom Plan,to Stud (End-nudlcd) p
to a destruction ofiangible property,(other NYS BuildinglCoda. r•"',,,o�t' -__-- • ra14v
3-16d per 2x6 stud •r.nr.®ct
than the work itself) including the lm of 20. oomatia hal water pipes and heating to be Fgmrw a.rn FI•or Ilraem{elxh.nlf _ J 4-16d per 2x8 stud TWO
use resulting therefrom and(2)is mused in insulatlad. .-- y� IN WULS rlQalllro a.Oral•Ltd IEradnw
Fl{a•a.n0a Rud{•IhardandrtaR.rrte[h4•w BoattmPlate toFloorjoisCBandjois4EndjoistorBlocldng (Face-nailed) 2-t 6d" per foot INTO e
pent by y g g 21. Provide clock type n t thermmtat. _,_,_- ' pan -- 1I° ,� ie - _ -1W ° !Is; mY - " i,;.`
whole ain on m ii tilt eal� r._.zx n1 ar r _ p I rPLATS
esniaiw oFthe rmnttndoe an 22. Aoa•a and windows iso be insulated lana s Fh9�. e l,tl lr�lh,`,t it lk i0i'i'Id`rl' 'Ili`�xiNl lr 5; : L' r.--s , •n �y I',�,�t�11 £44Y � - `r• isq'•�P, 6r i��`n"kl�+p, it �.', , , I EllgiT •O
Y g gaga la' i T i' I • I" �. t; . ,".1�'$a r �) r '' I r� arJor
aubcmnhactor,mtytwle dinrtily ip•indirectly 23, Enr.anre dawn to mnfmi WHYS Energy 4-8d eroltt
employed by any ofthmn or indirectly Code, �. rlwn•oa nwnarh Joist to g to Top (Too or Girder (Toe-nmled) 2- 8d each end IN NYUIS
employed by any ofihan or anyone for ia••a er.:.o++•,.+x enwAu Bridging LO Jndst (Toe-nailed)
24. Provide srhroke ddmtaa as per NYS •°'a'•"'N'a'°..., INTO
whom ads any ofthem may betmable• Building Cada 2'Jt� a •� Blocking to Sill am Top Plate
2- 8d each laid 5N0 SlmpOaT Strong-Tie
regalydleas whether or not k is wrued In rot A A m ' 3-1(3d each block H7
by 4 mdemnifiled hertundler. 25• Provide(2)2"*12"bidders Over any [Doan Blockingi Sill ffoe-nailedD
- -" - � Lzd.er Strip to Beun (Pact-nailed) 3-16a each Joist
'P°nY window and door openings unless otherwise �ap10 { � -_, •,.• � Joist on Ledger to Beam(Toeilailedl) 31lid porjoiv �
3. All codes and regulations LyI Building need. __ 12.2B
Coda shall govern mrer all emuavdion and : ' +' mY N
er'
26. A11hsdeab'lxf�rgermusth�vedouble °tr.mw 5 " ''s "" out Q-....-- _.-.... wallln9tunasformot
•. Band.foest to Joist gEnd-nml ) P- ]
a•twneerdl FLOOR ; v Barui Joilst to Sill or Plate(Tine-called) _ - 2- d' per - '
. • IIs ffi3N 1. - +ie,,' 16e rpt: -a-- ,-- ....,
hon e,• .:v al n alwr a - 'm4+j
installation, aapParl muds JOYST ' "I r f11 soil LIIsn tit I 4.- It(1 ,gn i,ul;itl s Y 4 II € Ij 'I 9 t T u h V 9 i fl'I f I L sheathing In'1211•mph
4. All cantxde to he a min. 3,000 Pel at 28 1.s1 N aT h i• . r',' •rr l' r 6xk 7 ep
i_ : a lJ, i S'l; i _ lto§0o 9 tie`" 1. ® peak qusl wind toile to
days
27.All lumbar and plywood ml be grade e.: Typical Wind 10 Ilpft Conneletim ns 5d ee Table 3.9i ................ .................. the case Study building
(Ramped. P Stmdural Panels
3. All footings to beer on virgin soil preasune 28. in for int vee shall include CR0.5' Diagonal Board Sheathing (see Table 12.61.
assumed bearing csPncityof2¢ons. openings ble�ofwinsLmslalutet) CROSS END 1"nb" or 11.AT 2-8d per support " ......................
...•..........................
or Pero l'ac'e Betadl 2•Single end Double garage Penal - _-- - - - - -' .„ ,. r- r • t ,:
6. All form ing and Sheathing shall be Undo as to provide unobstructed egress to legal /"- _ _ _ _ _ _ - - - t h"
1. &am to suppOtt pbgland support goal to r011atlati0n ` __ 1"x10"oE wider _ - ,{ . 1 - - u i 3-8d ' persupport
u1
stamp• acs Suds"mines ahold Holt _
{.sugar tljlkNl,'.Jl' f u1 TT" Il� da�r1 ser Cta ltlr,a ,(-II6' t1'd d ' N"u lir ,8 ..,. ES ) ,1 f! it �i6 " Pay rjlSuliStlSw1Y
7. All Interior Pat mtear an double uplift tonnedarsm Matl reduced vrtee slllied _-��nR , .,av,aaluewanw a /
impede egress in an lemeq{enry,shall haul calculations. N W I '--'i r aY•rrmwm,r" }STI-.. ,e31`+,Iu4Dle- GiU'61rllus' o-El?,Idlrhlr: olvs.,l '.'_l, ;? , a,l , IS."„1T , .; ,tri -. M_ad :.,;anafu-alxr'�,II17v, end` r !IP3,.,
floor jmsta or ea nouad, ■m inimum am III sq.ft.with a 2. This detai reports lateral good nqulremmts of a Single �'�'�"�I � �•� �'"'Y ' - I -
= Gypstart Wallboard s d
flL[r1a '' 1 .-I- n� - „d,: , 3d rnolea 7' edge/ l0 field
" and Double Wall Portal hem.11 is theldesi rens - ,,,.,- .:,,, -,,.•., .,.,.:c=: .:_- .,r,:v rx, v r,•,�„II'r- . . r-iz y ,,rr .,m r q:. ,:,�Is� : _ "y;.;..,,ut11 ;."u,r-sy,:,.-I.,=.�yvrf'rfr1=
a be sou lag Fir Far hheightof24 ands a 9 U „s_.,;." �am: , ,da .n sl ., r a;15)i r, .,1I ` " ' , +z. +J,.'j`'; ,1v, ,u,It4li't`x.''S„ I �r ,! ,,.tt{,,I�, r]u 151= ,7 1, 19_ '� ® fl ;
8. Flow.coling joists t g mrni�mtmh opening . .. i IL- . I 1 t a,{F� .:; ,. a _ . .I a!:9a- ill: J, i �i '1 ,t e - � I.(I` 7➢, '- x_ s . '�a'�1,` $,.p .'i. tl
responsibility to Provldtaeom0lele lead pathla all I' .,r:v :.,. I, ,wnr�... r I�o-A ^ tYl'.,fila6 x,fattr : o '�'Pl b.,l.,7,�dns Il ,,.,.m, - ..n . b - Ji:I�rlllAfl ¢hllnlr..F tsJ_�arfi j.£Ilt.s§�r 5?uil r�r, I47'w. l" 7.:: . . . .................................. ..r..... .:-..!.
873 18 r Loo or Ton JOisl minim=upriiii width of with boom loads in accordance with Im governing codes. !.h " 1 }
A All sub-flooring shut[he CD IT min. of m sso higher 3'-6"above rl.a..w..r•o. `� "v lel "` a I
g open" Q g 3. SUslem.nanq,tquals ilia samdlht Sinlpltl and `I s�.�r JI j� Stnnctu lar Panels )
thickness. All ad to be act an solid fibrimed Mer in all above grads:stories. Double wail Poral VRIUM \I l!; Bol (see Table 3.9
thickAllad dnailed. 4. Nlemme lnsiallatimh:A shall piece header fag' ! - .DI'la' Fiberboard Paziels
blocking 8 29. Arckitect-is not&gaged bar supevisim Ln !' f U
(no camber)may to atiostit°led for the Two headers J I 7/16" 6d 3" edge!6" field
ta•ar•r.•w•rwpw \ /I25/32' Pad 3" edge/6" field
10. Will sheathing alight be 7116"'min, any capacfRy velem rlded,otherwisee shown above.Tne design haling fonhislmndifuon .,( °""�"r' I I
11. Sheathing shall be nailed Pa the 30.All elms within IS"of finished floor shall may then be minted as 0n cam at Ilia Individnl
Table 12.6
r u'iremerrts of New„fork Stats h9 safely gllw. wall(pkvJ rashps:IndWidud.al(pie,7rcalinpsfor �cv.•.xas i\/ \It Gypsum Wallboard Sd c'ooleas 7" edge/ 10" richt Nulling RismAndimnis for the DDNE7 ;ZONE2 ZQINE3 ZONE4
°9 'this condition may be lien as hall d Ihilr Double , ...plc.-- 1
Building fade. 14x8 Portal values, 1 lei Hardbouffd "3d (see Table 3.9)
Shutter Llptpon - For 1'20 MPH 4/Ind Zones ❑nl S. Longer he7der Spam can be accommodated it larger ga s li Particlelboard Panels Rd (see Table 3.9) Case Study flD0.i-/ 4nell- , P�Iq 8'O.C. 12'10.c. 3"O•a d" o.c.
Di onad Board Sheathing 3•SEC Peart Gust,i!2-NIGH g -�
y headers ars used such that equ valent stiffil h o ag g Thick Ralf shfath with m P{rlab Ed es 4'D.C. 6.O.C. Wit 3" o.r..
Nobel The shutter, design shown 'These shutter designs by no means minimum header and maximum kngiR indicaled. pe 1 x10 or wider -- - 3-Sd per support J
equal m o greaut o mO tha7 provided by the _ I„
I 1x6 lir I xR 2 d er support
herein will provide significant represent aLL possible workable designs 6. LTP4 and LSflt24(fasrpn eywasts7 are mrmmum_ �,.,,� ,h -,_-- -__-o
requirements to aehawa Nr allawl9ls land;. _r--!; :'1%^-•'. `�'^> 'Ills li' '`r, 4 ^+ ;per pn .t , �+ t 1 I II , III -
protection from hurricane force :and can always be upgradled to provide q "- _ +r^-r'�^""n`-"� I- -y_ 11:' 'l, 11 elljp r o r
winds, This Is n guide only, It ,even greater margins of safety and ''''�"" FLOOR 1 , a1! „rL • a`I1j1lu.l=.-u'"r;j4�So!I,�.,;,I"t3, 1 ,c � �Tr- Il�,ta.l' 1,1='s .,-.rY I - .J „
does not Include all possible protection. This shutter design Is Figura 12.40
JOIST i I -- Structural Panels Link A5-connection Or
shutter anchor and fastening Untended to be temporary andmounted EOGR•APHIC DE iGN (:RTIERTA in gel 6' sag / 6" field
vrinrdmx header to aateobt 11s•hr49'.
systems, and the Installer must land removed from outside this building. CLIMATIC AND G Ste` _ \ n/ greater teat I" hod 6" edge/6" Geld
adjust all dimensions to IAIL designs are based on wind pressure Diagonal Board' Sheathing wall.
compensate for particular lcapacities only. Ground snow load 45# I 1"x16" or 1"x8" 2-8d per support I ;yea gl„d
Installations and hardware used. Wind .120 mph '.,� f"x cr wider 3-8d persuppott /
While the design 'wind pressures arR Seismic design category B 5it: ' Nailings requirements are based on wall sheathing nailed 6" On-center at lhepanel edge.If'wall sheathing is nailed 3"on-center at the panel crI
based h ASCI n 'wind
the pressures
Weathering . Severe a to obtain higher shear capacities,nailingrequirements for structures members shall be doubled,or alt&nateaonn ors',such as Rhea plates, Link 9s
owner/Installer must still carefully Frost line(depth 3 Feet shall be used to maintain the load path. /
n s When wall to maintain
n continuous ovencomucted members, clic tabulated number of nails shall be p�n,ilted Lobe reduced m 1-16d nail per
evaluate each system, and then If Termite Moderate to heavy _ _ _ _ _
necessary make any modlflcatlons foot. _ •liar
consistent with good design and bLgcling Decay Slight to modetate wk.dwr N•amr
1 ._ &arae
practices, Winter design temp. 11 )$ 7 Roof Sheathing dlttalchrnent Requiiren7ents for Wind Loads 4 II
Soyer 66CaWAnbCda(Shmrmro foe shield underlaylment req. des �:?,n n '. TABLE 3.8
>FLOOR
Flood h11Za1T1 No JOIST ! «r_ eewt.as alar
1.Review Tables I Land 2 in the ft6Yr,C k
COnwdemtdom W"im m dmmdtle _ 9a tau 11u Ian - Rafter/Ceiling Joist Heel Joint'Conlecition Requirements
saigfenem K nteded.Amwh st8finer a seta it SrIFfeNdl laT11L7'IIJILIrI-'iF®q_N{IA_._�•�•, S[RUC'IURAL SHeA'11111\0 P
+hast kh Figure 2. MINrMV M U1W'IFORM DESIGN LOADes Header Connection Requironnerdts for Ind - Exposure l0 _ for zg sf Roof Live Load
"•""` .� APA 5•lrudwal Panel
❑ r r. r r r r r
2. Cut Ai wood rtrrrQ W --•� -� f�-- Snea,mny l ucnlmn ploulliTmu SpndnS Rhsm,mv Nut S"idnnto,Rd,clmmun NN; -i -- Tiable 3.7
�qwm ledge �m nucleus,nab - of Table ree Seemod Gus Dead[oat A aumpfnna:Rooflf eilm Asv m 1 DL r IS I' _ __
1.•-a2 2x4 at 16"s2a"sTI3AF Rooms Live loads:he -- -- --
rats
Orient long sed Call(u / cm lr meslred at 16" x. --• Rooms other than sleeping 4O St' BS 90 100 IIID i 12 170 I4DT- 150 I rm�h»x .c, nn,ne=. n^.' 6 n n .r9ihlC'3D f.':an112 Ct�SOn g R(1ta'Iira.'�p �Ii3tt3 Lateral iantl ro'rsplm ln ' o r r,�u,l spll,l nl
n8 P4 hergdl aafdl of ? P g p wild I -_� , I'el,,.,e. ea•trnne J' n I_ f I- 6 t6- 6 n iii stair /onnec JIPf.�ii _
ria 1 a whown in Figure 2. r •, r_---- Sleeping Speed Qwest y I} as L an n 1+- n IPrescri tllve Alternative to Table .3"3i I
P•'°e° . / IFlrader car u:trtiu sci otComatik'n rh Fx Ercf Gf adxr rl., iu2 n n 6 6 h' e' G' 6'
Sfee in rooms 30 u
wit Spm -Rullcl Nan"; IGyu,meAmuLrr"I IBJ aty,rvmJCele¢„Y nllrtl harm
Dec
locrae flYe haul behind Ifs vro0d r h Attics NV1t11 Storage 2O
ILL)
) ((®) U 7 6 E 93 A9 27 L 1165 137 207. •IES 231 14 UaA . P46 ]maibrlone 62 G i G I2 6 12 G I4 1p FestcsrMOe taint Spxtd(mph) ah2 Spl i»s U,mmlons�h:n(`IsH=el!"la 4_6 �,"�=u,l,i ab.,•.
3, IJat a long bad l r Ani thing hell sa I 0. pa h a as I-u lw 4 >..
}� p 6 823 InG7
siding. The hula used m lvuch d1a , ` %:'"DLL.SILL uOLTS 2 47 9 2 9 I6 G 12 G 1_ b ¢ G L_ 6 109( '410
old u and the°lwtlm must urs the ; I @ 30"OC 4 4 137 123 177 166 219 155" Wl 1 331 315 413 369 -SO2 643 597 939
Table 3.3A so an a a
2+ a 21
19 G 12' 6 1?' 6 G
a 6 141 237 t87 266 276 32E 362• 197 ' 496 472 620 354 753 643 E97 93E 6 12' n 1+' o n n n 12 3 s n s zoo adz bn ani
fr4nnirrg to h[fellye&edv¢. Strength axis , < Deadsad loads (=fuel'weight ofmaberials) 8 196 316 246 354 372 437 310 329' 661• 630 826 739 1004 837' 1195 914 RI, JJ Wall II Numed)1lo dreg in Each
N:els
11:12 16 11 s 11 319 575 8'21 1064
f 12 4ubic Lndwell R4ke snJ RULcTws + 4 4 + + +' 4- Gelling heist I,tt) (Ifnenatlend! gwred;n Ear.h RaNer 24 i e L IG 440 86.1 104 6100
4. Nab , . m the fnml with 12d Floor construction 10.;1 f l0 215 345 7oE 443 46t yB 1637 bbl 127 7E7 1033 924 1255 1071 1194 1'230 Spee;.,", arch,;Ceiling Jnisr
°♦! SHa"x 3"Lag Screws Pe 5
14 6'10
NIIJ: lJBe lad tugs for iLtbia ever xam renaerwenhers I Wall CamrONCliOn 9.6 12 213 474 369 371 35'1 636 763 7941 992 944 1239 ,1108 1306 1283 1797 4176 la 3 a ' 7 19_ 546
toTbp Plebe Canvea,on'"' F.Il le 3 5 9 ^ , 460 657 9-5so
1
314 inch thick Fors la for 511 FOiIf4DIiTIONTIEILOWIVDIrTATT� 14 330 353 431 620 ssD 165 691 926' i15a I102 uHs 0243 1757 [SOD 2092 1722 aOARodCummou: 6"''
If 11X' - Roof construction II?3 a a 1 m 5 aa4 I 293 ere 457
Pero P tad Nana s^.... L1 � S� 1^m )',.0^ -�_ 16 ]77 632 492 709 741 674 1020 IOSa 1729 1279 1632 11478 2009 1714 2J91 1'966 sbxe.lulgsrra IelJrern',u�sp..vs xiin;,numrvumller of ad am,mon Null"pmsuptrnd I, d-sea a 3 3 3 -
\1 (incbcr,o c) L 3 J u 182 ?+] 953 457
spaae the hails 6 main at.or 1isch dl(m. 2 71] '79 43 69 143 109 102 132 264 157 332 185 403 214 Idle .,^.46 a Ili 3 1 ; 6 Isx ;as auu Eos
For hp m over S req"2 casur 4ladles 4 139 158 187 177 290 219 404 265 521 315 664 369 RIO 420 967 492 - -----all, y - 7 Ib 8 3 3 1 et 3 - 9 ata a9; ',t6 914
o.r.atsslthdtiau {F4paerl]sand34) Snow load 45 f 6 209 237 210 266 473 32E 1505 391 792 472 996 $34 1213 643 1451 p3B Ilonalusshentnmg Iz-19.2 IU 5 3 7 4
E 279 716 774 3$4 S90 477 607 519 1056 630 1327 734 1620 857 1934 981 doom arse;suwn11 1z-19.z 3 3 3 1z 3 3 4 In7 i9a 44 473
356
S.Anath the dhuaen nnlh doLble• 4 " Fate advis 12 3 3 sn 1+a 30n 3m
FYOUaE a 7Aa11 t 21 l0 N9 395 467 443 723 547 1007 661 1320 787 1659 424 2023 1071 241E 1230 IU 3 4 s .s 384 149 712
2a 6 3 a 5 24 3 a h 14
814tPrT{alarrat,'t4atettr�VllM19i0Y011n7pe mAaLwul4 arAm taYr111tMlf STlr/!w� L' - Uils`a•dne al led zs(un) _
headed naik far ern d late IGnhorat. whmna o.n.tl;^rp f ..a 12 418 474 361 331 E7p 636 1211 794 1585 944 1991 8106 2130 7285 29D1 1476 F - s3+
1 hail spaalvgmi.varmd,ise sry:perts en the Wl'Iel i,eN Gal -
FIONs aA Ara ly.na N Mminam 13n•horrit 9:awlna 6a••e 14 488 353 654 620 1074 755 1413 926 1649 1102 1;727 11241 2835 1500 3785 1722 [712 16 d lob 198 n+ 3So
a•ft Firnur.M1cnh,ug•eehm+feed urthererimeler alae otrhumot.u,rhrtli!ry+tea menrh.rideb`Ihe mbtPe:Jq rhe4i,xn IOd boceai Is shall lbxpam,ttaal In be suhvl it I fol Sdenmmou mails. 4 Ifie ' 2s8 il'_
Oeipptaa 3A and 3b)Litt h 2d rtda for nPA Structural Pan.r W ' b./lI. carnal Span a15-h.Night 16 556 6J2 748 708 1159 874 1614 1058 2117 1239 2655 11478 J-40 1744 3869 1968 �k„mncrcdec.u,n,a.mual"o'Iumm,b,hml ne.,w i p, N1dsn_mquoreraenese6nune gin„ir.Al,olbernml.=d is r: dn.,il.nrc,.i n.bed.
ul . lrrnnl sir, carbon stir G>_0.+'9. Fur Gari m„ When cxi mG mss are imstdial ,rallelmraRere,the gum um,.roenali6 mt.er tav vn
eh YtiC}aN b iiubd ir4JTtrs AiTltcledINT-1'Or 2 97 79 126 89 193 109 27T 172 761 157 459 1E5 561 214 6p0 ,.d6 wbulmW 121n.b o,c.nail spec _ vehulidny du rwJu ill s rmline_m _
p lh coil and 10(1 •tiling,eisrsbdl egaao,en«edoiatsbWarxd n,unbcaCn:dlsryuhred lledlilnmoeanett,ms sedan�alrzd a1murhe;lace l",uprn:,:d by nlnadbc,,,rg nalLheadcrardJgeGnm
e 1. 30 10 urnme"rv1nh 042•<G<0-9,the nai:I sparineafid116c sduccdto6i"'It.or, n . , rh,:idc o(e culla lir whullm.nncJm,e wPP,"Iai lhemlml is pnwiJcll hy.erticalamtsm nnrhn,t�n L:uAGq,inS„-111 the l,dnr9Wed hal Rin'
V2 2z4(If lie god} D1616 S
roll kx ltha4R:r4 ��' 4 18b 158 232 177 39a 219 354 265 728 715 917 769 1121 QO 1340 4192 Tnzmidsdiuin�.no mn,e[han_loevall=shall bclmslaLee in en
osm H4irch lhidt. s '&4.•' n• rr,a, T:a•n alxd 6mann L.nl,nG q;AW,nn xrulllnn,^,nnnehrJ„rana4lns rr,m ingmcnnee'A„'IInG>_n aP. C'"r elllm� 1 - a ]„II:Zhnn rc[Iutrcu,tio a,...... nnl,<d l"N::ICJ»¢n vu,.m ,nc,.anennnn„an.
y� ;j41 ceihn_laisl when l':,veredf ah4toplile4 el ltocmulsmuch s'ude,.�hcu fstencdrov
' .� os 6 279 237 378 266 59.4 328 1832 397 1091 472 1776 554 1682 640 2011 ,nes -
For s u to S(e the nada 1 s6
Cut asl,ea _ :
0. cu d
, :i li•••'oisr In-:,lin.
npW 41YN nlcn,6;n broil d435CM.+9.,hen.i.1•paci„p flan be mCu:cJ a,am4l:.ae F,puwlrnn.alirn•p'mrrnurereynu cd Grn,liqµ1h In 1 del p I
p �°� � 0 739 2243 ESur 26a1 UN .II+1n:.hu.c pill fall mrs.hcagxu,eun�hed b:rWtcr:mrm;ounmulncrnbca o.Itll�G2p,+5'. Fm'L:enin_' '-'"G top plate. Tabuh2d lx•Ilrnmmnnccnrn r:ymremrnu,mnun°aunole x,ia.nnatvnies me 10111 ill ra lhehmulnurlhc anlc spare.
p � -�• -_ .-- ------ 8 7Y2 316 SD4 354 791 437 1109 529 ]43'7 63 1774 � rp1i1v'"` _ �o 49 PImn � sncmrs:nut b.min-.cnn3icrl,x nc
6 ialel. F sp a e•.4 5 i dlha rhusnr \ 36 r„
del. for vwtx3k atlir r atrengm ons 1r'°""�" 111/79 2.1 10 09 10 465 295 630 �' 443 989 547 1386 661 117;1 787 2.793 924 2801 1071 3351 1270 mm�,t•ss vvph LL=3•�C al n K'ha,mamypluu uur.niu elm um lut.nrllMenu In the nul:>pece.the,dnulaca hccl ioln:counevtien rc9wrcmnu. u
loan sql t[,apalcc r I,..a,4,".i -vssAeA 12 358 474 756 . 531 7167 636 1667 794 216'3 944 2;152 '1108 3364 1265 4021 1476 :Lea n,d,r r,alm.11:d r,c,bs -
4 richal oG. at Bath and of this rhutur p 1/.r.c - r -
1 1 j,""41,,„p,q•1b y�pr d9 ae 2.0 71 lis 11 bol 557 883 620 1363 763 1941 976 2519 I102 3:110 1247 3924 1500 4642 1711 Lc'ilmr It-'gal r R.err,l_e Pa la and tar»r r,•omu:uu,..Jnn'n:ent
partrt.Maltng new rAV4.on'n0 faur'ddza, p t my lir Lend � 'savn ---- 16 7" 632 ID09 703 1583 974 2218 1058 2913 1239 3669 1476 4485 1714 5762 1968 raOLE a.aa Ridge Tension ffitrap Connelctio:n Requirements -11.1�II,
inn
nvnecd of just Inc lose nail,wrW fu dw 1 t n a �_/ 1 U�•r Conntcloru}bIYR lead . , 4r5 d all
kink delbecdan and m oda wmf & I 1 W "
L a f�o:roector btenl Ilud(perpeodltular m the wail).
6;'AnryipumixwdyisallailradMo4e, j TPaieT � u4� Fala.,�maminamnmr»,nm mars,wnesv,nd,renlm,rw
rinurm ar Gea,:e7kh8 ddvfeu tnvlu I aye1 /' esrnaArm nerus!ettar wt nm min oesfaat vrhrm;taco at 7sat iRlo4tr 1 Tabuland lAwal courtation regakr install be peorilned m be maluplitd by 0. 5 read 0,07,rapecti ly,fix rmllgg 694 lidechd `; 1r_ zce
% u1 rtu
'moi I_ 011 ¢s, un ,ai use Ian sea use va
i rOR:aNu1'1'@7S atn1r11iR 4n At 16 ebCa[ll 0.e 1]d ,a5
Lnetalle leatn w=As[d1V.newbk mugs• Ioften - svilnin6 feet wmert. I
"^'Y t pPA ibp••4 Agra•tmehe - trump ( 1 3 yu1",l Urnrdy"f a.iaee Ill, 12n
Ta6ulaled fmtiog llmdremurrcabuirdinE located in 6;pomre B. I:"":rnv'� num sn'm,ru I N,.I.df I'xdc"m","»nr.n.,u v,m, e=
elld ofvmmnpxo8ltg Ali*mldwad I - --�_�m spala.ona vessel •M•=I m 36 4n ash 17 m 06 1 Tabula"uplift requbcondea auumeu tmfand c:ilinaasscrably stead lord of rp,6a 15 psf"9 pin, I� =.a.;l-Ids•"a 01rns1rar,�=:- c»111,awn,pin :. I,lis 1.11
hflta Hear be OW4 32/16 2.5 0.2 05 0.3 0.4 0.5 as - 4 Tsbulnled uplift loads amnpecified fie limit=roppor[mg roof rents ly. When Iculating III bads for Maden supporting t1orr 1 112 I' - ;tie, Al 394 ns, __ ___
J....LLL " 4 4 n lir _ +
T. Afre1'fIIaAl]dOtY eSIY�nantralaanhd 1 h DI J tends the tabulated clollft lloads lthall be remained to nelrtducdd Fry7D91fltimcsn hdad�smnn forwch full wall above. ,6 5 + i 6 _ as
h d0/2a 2.9 0.1 a.1 01 G.2 04 0.1 1.1 '�-- - - - 11, a i 6 7 3Jf1 519 157 Ba"
aalawdua6ttortttwattaaewdma�smml f t --- -- -- ---_ ,4 4 5 7 9 _7s 6,3 7ss "lie %fall Sheathing .Attachatment Requireenents for Wind Loads
skelpllQ,iramllkdaalx _�^ 3.4 0.1 0.2 0.3 t14 1.0 IlTindoI Sill liflal Conne(etion itaquine tents for Wind - Exp3otiu e B � 32 i a l itif,551 , 914 1„1,
7 55, 63, 1N9 IP,1
t ,�- :16 r, a - 71a o35 its, les= TABLE 3.9
S n9
a IFshinle are to be left In place, ; rnilntr ae e6a 4.6 0.1 0. C3 0 Tattle 3 7hram 5cfond f7aa 412 u • -' 3 3 ise '=7 31' 3x2 -
85 90 100 1110 120. 130 140 150
,use gaham:„d halm arta rni•n ' ---- --- ,
uiol, l,tape "xrerin rind ,✓/ t°an•net Mn4Ci6NMr-almoM Wird Spttd(Rtpk) 16 ; ; ; 152 390 'IG Id
12d Dnubleh.ndca -•••-� Window Sill pee Req+rired Ldenl l�pwiry afC°m ion at Fi:b End® =° 3 x 5 - 3,s an - 0 ba Fnres[{V1111 e Winds cod imt hJ
neila it'am.(veils a[4"n.c.adh,mer,is Quer S' N 4 5 6 Ale 377 fit, I 715 90 100 110 12(1
U 2a a 5 7 Jet, 577 623 765 aF
® OIL) Window Sill lnaep . ® „ - tP A
4 b 7 8 Soo 659 rte 110?8 •a R.
2 .79 99 1D9 832 157 185 214, 246 16 5 6 s ,6s ?az 935 1147
Window and and glass pmlteMioR shall meet s 3Ruc'luRA1.sl�.r'ifFI1.vG or PANF3,slDivc• O£
-Y•al.' 4 I5/ 177 209 it63 ]IS 69 428 492 .i
6Wi1YA �/ AFt� a 1 pR ! I v ax �o AST`MR '18$l'r971md 1L5"1 PY1� 199699 6 2J7 266 1'18 797 472, 54 643 738 - 3zu 9: E F E F E F E
f,l" 1_ P 3 IIS 1.0 an _19,
panlgraph 6,or EI'rtictu rolsbuBlen with 8 316 354 437 329 630 9 957 984 20 - 3 4 4 l4, 3II] drug 491
_ attached hardware provided. Uctaibl meet 60 395 443 547 Ml 797 4 1071 1:00 '-a 3 3 4 6 339 9nd OR ssv Shearhn,g l_ocenon: StudSpacing Mtuumum Nail Spacing for Ba Onnnwn NyJa
as 9 4 s 6 33u n49 5so uta (inches o.a1 finches, n.c)
Additilonal Notesi :e lam\ -Lose a cscccd the. requiremenat of Hfew''York 112 474 530 636 294 944 1011 12D5 1476, 32 4 1 5 7 iso 5117 ale 796 dF q.�1pU
Ica Protection - The roof of this ---r State Building Code. 14 553 62D 765 626 blot 299 1500 I.rI2 36 4 5 6 7 434 570 Tao ase 2
hat tfr,br.. 06 632 706 674 1036 1259' 478 1784 3!167 _ 4'Edge 7nne l2 6 l2 6 12 6 1_ 6 t^_ -
structure shall have an Ice barrier that lar nes a e 6 2 6 6 - -----
,e•i..c 6C 1^_ A 131 I'9 „6 ]61 9 2 6 2' -•
2R7
consists of aself'-adhering polymer Ona a1•as �IkU web Tubal.edlvpllROalre d4ep aYleen qal as ahallbel 3 3 I75 295 159 3,7
it nhvl4.a pmmitted to be mridpOmd M'092 for14milrE IalxmdntiNlaB .n 3 3 a zta zas sv ,do
mOdiflied Io sheet In llreu of normal .r lr rA f�ttribuildr°g nm cool y z 261 ,z 431 vs 24 G L 6 21 n 2 6 G
�.�� e4 . 4 4 Sae 394 543 516 Long Isl(4nd Home
underlayment and extend from the eave' i =� TOl nlifedl6a front ,I: Rn rtes rw W°a10Cr n� Pismo By 32 3 a 6 3.53 457 575 Iaa nllcnorZond 12 6 12 6 2 fi 12 6 12
blLn IM 1'4!3 36 a 5 6 7 35, 514 64] ]n3 Builders Inc,
edge to a point at least 24' Inside the 16 6 12 6 12 16 z 6 I2 New Residence
exterior wall Line of -the building, r n 1rz , _ 10 leu sol 4 6 2 6 2 6 2' 6 ?` I
10 z , d , Ica zl? 361 327 1-❑ elle Drive ,/East
81 3 4 205 lab 331 da" Last Marlon NY
2+ 4 246 nu and ago
Smoke Detectors shall be Installed in the zs A 3 a 5 AIR 373 535 572
92 3 4 s 6 338 431 Sas 6da RDSHIEATIdLYGorLAP SIDING DY'aWlYlg 'flues
BOA
36 l 3 169 479 6112
f011OYying IOCa'tIOnS, 4 6 736 ShalhingSize SludS7lacmg [vlinimwnNumber ofBaCanmonNailsper Support
1 - IIn each sleeping room Additional Notes, Bathrooms Shall be provided with New Code Compllance
2 - Outside of each separate steeping Light, Venitilatlon and Heating ren myn: ,I=,11. n°hua.",n,.i uplift 1„i »x 2;3.nnrre and IGnun aches,ox.) 1
Nnen,he mauhe rinse
n mac 0rrinditural,it gritelitalom nmP anaunlm "nes 16c M1valnrrs=cene.l,nx "rda,u Detail
g 'aggregate glazing area In windows Of ,.ala nm1a31.d,e case mares xna mdlaanxu nnu,na;,I,m,e1a,:.a, ixG or 1x8 Shalhm 12-24 l 2 2 2 Schedules
area In the Immediate vicinity of the not less than 3 s sale feet C Will,scollar.11,Li,edinhrnn:nllda.,tree,dl=nwnbar»flndrnl,,,nnnWl.rv,1n=d11: hmll"fd=emllz-1: n,rd
All habitable rooms shall be provided q m e..,.ea,ee•abahm:dn.m6er.t 80 L lin a'I"I an.m. IxlO or larger Shil l 12-24 3 3 3
P ® construction
bedrooms. opening) unless artificial light and a nl'nbnL¢aecmmxunn rcgmrannn.ire bnxeJ inn B'dd8c Rugg epacinr.f"r dlHd"m nice nmpsp,minul,nlelhplx We
With aggregate la:fln area Of YIOt +b"mlyd,il"e,by hLnuIr i.e n1.11lnuanmbu.Irm4 nv rnrnnnrinex.,era"rel,rn naa:.,r pe.• ,a,s.sPrrl ® permit
3 - ❑n each additiono.l story of theg g mechanical ventilations stern of minimum mnccll» Iaud"."e,.,c9nllyd. E - Nail sparing at paneleage: al.)
Less than !3% of the Floor area of Y "
dwelling, 50 efm for Intermittent ventllatlon or nealaly' man,x n.am eamnnnre•`n e"`°`33'"rr. F""„m,,,w,r nc,el.xd "lea"""'''"rr"""'aIM F - Nans acing al orlon diate supports in the pearl field
such rooms. The minimum openable „=.rnmincr= lnrnla6 mmnrn n.G.an' P do not scale this prilnt. use
Carbon IMonoAcle shall be Installed on all area to the outdoors shall, be 4% 20 cfm for continuous ventilation is
Rim:v 61-aP spa,:,,;;,,,,, ,3 16 ,',3 24 � ' rn, t��u,ne.,tr.ing„nrn�nv re•11,i dlL-co171:n,d,r+ err,t age ar:ne ml:,rnlnent rxgnirelnelne shall lie d,.�1 figured dimensions only'.
of the floor area being ventilated. (provided ranulatealz;nd e.n lspamng rs mes.enarning tacnedtGnnand�h,gn,a ner6n„'u,czu.aa. Fora nralsmemn i.i
levels where sleeping quarter's c[re 9
located and In accordance with Article 10 Nuhipl,.r id tGa zan 4.ea G18, I Fin xaninp,•19,then hepta;azedbo lualssceatepincna:dal /\
:See each room irn plans for compliance See each ;loom irn plana for compliance A - C
' Of the SUffdlk County Sanitary Corte and ' Fm ezledm noel s;din� •alvanizcd nix rola shill be petrified res be substituted formmnon nails. sheet number
file number 3042
the Carlbon Monoxide Alarm Stiandarlds, _
it