HomeMy WebLinkAbout31605-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
liIa: Z-33077
Date: 06/06/08
THIS CERTIFIES that the bui1ding NEW DWELLING
Location of Property: 840 MARLENE
(HOUSE NO.)
County Tax Map lITo. 473889 Section 143
LA
(STREET)
B10ck ~
LAUREL
(HAMLET)
Lot 19
Subdivision
FHed Map lITo.
Lot lITo.
conforms substantially to the Application for Building Permit heretofore
fi1ed in this office dated
NOVEMBER 14, 2005 pursuant to which
Building Permit lITo. 31605-Z
dated
NOVEMBER 16, 2005
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 ONE FAMILY DWELLING WITH COVERED PORCH, SCREENED PORCH, SECOND FLOOR
BALCONY, OUTDOOR SHOWER AND ATTACHED TWO CAR GARAGE AS APPLIED FOR PER ZBA
#5677 DATED 4/14/5.
The certificate is issued to GREGORY B WOOD
(OWNER)
of the aforesaid building.
SUFFOLK COOIITTY DEPAR'l'MRRT OF HEALTH APPROVAL R10-05-0178
OS/23/08
07/24/07
ELECTRICAL CERTIFICATE lITO.
2086624
PLUMBEES CERTIFICATIOIIT DATED
10/03/07 MATTITUCK PLUMBING
~~
Authorized Signature
Rev. 1/81
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
lIIo: Z-33078
Date: 06/06/08
THIS CERTIFIKS that the building ACCESSORY
Location of Property: 840 MARLENE
(HOUSE NO.)
County Tax Map No. 473889 Section 143
LA
(STREET)
Block 2
LAUREL
(HAMLET)
Lot 19
Subdivision
Filed Map lIIo.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
NOVEMBER 14, 2005 pursuant to which
Building Permit lIIo. 31605-Z
dated
NOVEMBER 16, 2005
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 INGROUND SWIMMING POOL WITH FENCE TO CODE.
The certificate is issued to GREGORY B WOOD
(OWNER)
of the aforesaid building.
N/A
SUFFOLK COUNTY DKPAR'l'MKlIIT OF HEALTH APPROVAL
KLKCTRICAL CERTIFICATE lIIQ.
2086624
07/24/07
N/A
PLUMBERS CERTIFICATIOlII DATED
~iZ!!:!!::::-
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
'dCz 6r~~ 17
APPLICATION FOR CERTIFICATE OF OCCUPANCY
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:
I. 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 I % 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:
I. 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"Certij'icate of Occupanpy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicanti !' ,:
.. ~
C. ~.ee~ertificate of Occupancy _ New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelli~g'$25'.00,jll
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 - $1 00.00 ~. ')
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.
ro/I-f/08
I I
(check one)
"-^~-t-h. -rue..-\<_
Hamlet
New Construction:
x
~O
Old or Pre-existing Building:
Location of Property:
~Qj\-e.,\",\e
House No.
~~
Street
Owner or Owners of Property:
.... (bc:U'eo-oro..... ~
l!-r ~ Block O~ Lot
Suffolk County Tax Map No 1000, Section
Subdivision
Permit No. ?:> \ i.(:) Or:,
Filed Map. Lot:
DateofPermit.~APPlicant: ~(~~~ u::>~
Underwriters Approval: (t"_ a o'g a L}
Health Dept. Approval:
Planning Board Approval:
Request for:
Temporary Certificate
Final Certificate:
>( (check one)
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Fee Submitted: $
t-o ;z:.?J'5ol-; \1D1A~
~C 1L\~J-1
c.-o -2:- '?:> ~D I~ Po of
C2e v I I.-} L{ 10 0
Town Halt, 53095 Main Road
PO Box 1179
Souihold, New York 11971-0959
Fax (631) 765-950:-
Telephone (63]) 765-180:
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
rERTIFICATION
Date:
/0/3 !a 7
I ;
Building Permit No. 3 \<cD5
Owner (-:\ (e30{~ I (X.:XX~
lease pnnt)
Plumber .!flo-H-JvvJ P{~m(~
(Please print)
I certify that the solder used in the water supply system contains less than 2/l0 of 1%
lead
Swom to before me this S &:>
day of ~ ,2021-
~
~
DENISE KING
Notary Public, Slale of New Yorlc
Registration #011<16041757
Qualified In Suffolk County
My Commission expires Mav 15, 2/ZLL
"'olary PUbl~
County
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SCDHS REF. # R70-05-0778
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SURVEY OF PROPERTY
AT MATT/TUCK
TOWN OF SOUTHOLD
SUFFOLK COUNT'!]', N. ~
1000-143-02..,20.1
SCALE: 1'-30'
JULY 79, 2004-
AUGUST II, 2004 (CERTIFICATIONS)
OCTOBER 17, 2005 (PROPOSED HOUSE)
OCTOBER 27, 2005 (TEST HOLE)
NOVEMBER 9, 2005 (B.O.H. INFO.)
JANUARY 4, 2006 (FOUNDA TlON LOCA TlON)
SEPT. 16, 2007 ( FINAL J
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EAl-TH SERVICES
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-sUffOlK cOUNT< 0 :rRUCTf;DWO~.S fOR
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. MAY 2 ~ :>nnlL H. . ,e..'. "..r i0C3tio~ haY>-
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,"he ~e'fLlge C\:~~;~.\ 1'.,," ttr.5 Oe?:mrw~i~l '::'; "~'ED~)OMS.
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CERTIFIED TO:
GREGORY B. WOOD
BARBARA WOOD _ .
piPE
AREA=27,750 SQ. FT.
ANY AL TERA TlON OR ADDITION TO THIS SURVEY IS A WOL4 TlON
OF SECTION 72090F THE NEW'YORK STA TE EDUCA TlON L...rIY.
EXCEPT AS PER SECTION 7~09-SUBDMSION 2. ALL CERTlFlCA TlONS
HtREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF
SAID MAP OR COPIES BEAR n.ft'IMPRESSED SEAL OF THE SURVEYOR
It1-IOSE SIGNA TURE APPEARS HEIlEON.
/
/
. Y.S. LlC. NO. 49618
ECONIC SUR VRS. P. C.
(631) 765-5020 FAX (631) 765-1797
P. O. BOX 909
1230 TRA VELER STREET 04 2'19
SOUTHOLD. N. Y. 11971 -
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BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET - NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of
upon premises owned by
JIM SAGE ELEC. INC.
PO BOX 38
GREENPORT, NY 11944-0038,
GREGORY WOOD
840 MARLENE LN.
MATTITUCK, NY 11952
840 MARLENE LN. MATTITUCK, NY 11952
2086624
Certificate Number:
2086624
Block:
Building Permit: BDC: ns11
. . 'Q/G?O.s-
Described as a Resldent1812400-2999 squarc ft. occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Lot:
Bascment, First Floor, Sccond Floor, Attached Garage, Outside, Attic, PooVSpa,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or
promulgated by the State of New York, Department of State Code Enforcement and Administration,
authority having jurisdiction, and found to be in compliance therewith on the 24th Day of July, 2007.
Name OTY Rate Ratin. Circuit DIll;
standard
or other
Alarm and Emergency Equipment
Generator Permanent Installati
Transfer Switch
Appliances and Accessories
Dish Washer
Exhaust Fan
A ir Conditioner
Air Conditioner
Air Conditioner
Furnace
Steam Unit/Sauna
Time Clock/Switch
Paoli Spa Bonding
Pool Heater
Panels
o
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60a
70a
2 0
6 0
1 0
1 0
1 0
1 0
I 0
2 0
1 0
I 0
I.2
KW
F.H.P.
BTU
BTU
BTU
48.000
36.000
30.000
40
Gas
Amps
Gas
30
5
seal
148 0
Fixture
Continued on Next Page
of 3
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
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I Section:
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BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET - NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of
JIM SAGE ELEC. INC.
PO BOX 38
GREENPORT, NY 11944-0038,
upon premises owned by
GREGORY WOOD
840 MARLENE LN.
MATTITUCK, NY 11952
840 MARLENE LN. MATTITUCK, NY 11952
2086624
Block:
Lot:
Certificate Number:
2086624
Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Building Permit:
ns11
BDC:
Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, Pool/Spa,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or
promulgated by the State of New York, Department of State Code Enforcement and Administration,
authority having jurisdiction, and found to be in compliance therewith on the 24th Day of July, 2007.
Fixture
Fixture
Outlet
Receptacle
Switch
Dimmers
Receptacle
Paddle Fan
GFCI Circuit Breaker
GFCI Circuit Breaker
Disconnect
OTY Rate
140 0
g 0
140 0
93 0
76 0
9 0
2 0
6 0
2 0
I 0
3 0
10 0
2 0
I 0
I 0
standard
or other
Rating
Circuit
1m
Incandescent
Flourescent
General Purpose
General Purpose
General Purpose
Receptacle
Receptacle
Receptacle
Fixture
Service
I Phase 3 W Service Rating 300 Amperes
Service Disconnect:
2
20a
Laundry
Continued on Next Page
20a
15a
60a
Air Conditioner
20a
GFCI
Pool/ Spa
GFCI
Pool! Spa
seal
ISO
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2 of 3
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
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I Application Number:
~ Section: Block:
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BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET - NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of
upon premises owned by
JIM SAGE ELEC. INC.
PO BOX 38
GREENPORT, NY 11944-0038,
GREGORY WOOD
840 MARLENE LN.
MATTITUCK, NY 11952
840 MARLENE LN. MATTITUCK, NY 11952
2086624
Certificate Number:
2086624
Lot:
Building Permit:
BDC:
ns11
Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, PooVSpa,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the 24th Day of July, 2007.
Name OTY Rate Ratin. Circuit ~
(Swimming Pool): This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have
frequent test and/or repairs made by a qualified person.
seal
3 of 3
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
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,
FAIRWEATHER-BROWN
DESIGN ASSOCIATES, INC.
205 Bay Avenue
Greenport, N.Y. 11944
631-477-9752 (fax) 631-477-0973
October 25, 2006
Southold Town Building Department
P. O. Box 1179
Southold, NY 1]97]
Re: Wood Residence
Building Permit # 31605Z
To whom it may concern:
This letter is to confirm that at the above referenced project, the double 1-3/4" x 11-7/8" L VL headers for the
dormers at the above referenced project are appropriate, and to the best of my knowledge, belief and
professional judgment have been installed in accordance with the Residential Code of New York State, and
the WFCM 1995.
If you have any questions, or require additional information, please feel free to contact me.
Thank you for your attention to this matter.
Sincerely,
Robert I. Brown, AlA
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.
31605 Z
Date NOVEMBER 16, 2005
Permission is hereby granted to:
GREGORY B WOOD
181 BELLMORE STREET
FLORAL PARK,NY 11001
for :
CONSTRUCT A NEW SINGLE FAMILY DWELLING AND ATTACHED GARAGE WITHOUT
SWIMMING POOL AS APPLIED FOR PER ZBA APPROVAL #6883
at premises located at
840 MARLENE LA
LAUREL
County Tax Map No. 473889 Section 143
Block 0002
Lot No. 019
pursuant to application dated NOVEMBER 14, 2005 and approved by the
Building Inspector to expire on MAY 16, 2007.
Fee $
1,959.90
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ORIGINAL
Rev. 5/8/02
APPEALS BOARD MEMBERS
Ruth D. Oliva, Chairwoman
Gerard P. Goehringer
Vincent Orlando
James Dinizio, Jr.
Michael A. Simon
Southold Town Hall
53095 Main Road. P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex IFirst Floor, North Fork Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
http://southoldtown.northfork.net
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'., , 22005 iL11
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L' ow'!: ;;;S~::~W 'j ~INDlNGS, DELIBERATIONS AND DETERMINATION
'- . '.- ,. ,~ ~' ','" MEETING OF APRIL 14, 2005
BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 . Fax (631) 765-9064
ZB Ref. 5677 - GREGORY and BARBARA WOOD
Property Location: 840 Marlene Lane, Mattituck
CTM 143-2-20.1
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 an adverse effect on the environment if the project is implemented as planned.
PROPERTY FACTS/DESCRIPTION: The applicant's 21,750 sq. ft. parcel has 150 feet along the
west side of Marlene Lane, and is improved with a single-story frame dwelling and accessory
building, shown on the July 19, 2004 survey, amended August 11,2004 by Peconic Surveyors, P.C.
BASIS OF APPLICATION: Building Department's January 10, 2005 Notice of Disapproval, citing
Section 100-244, in its denial of a building permit to construct a new dwelling, after removal of the
existing dwelling, in a location at less than 50 feet from the rear lot line.
.-
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on March 31, 2005 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:
AREA VARIANCE RELIEF REQUESTED: The applicants wish to construct a new two-story
dwelling with a rear porch and attached garage. The rear of the dwelling will be 41.7 feet, measured
from the new porch to the front lot line, and after demolishing the existing one-story home and
accessory building. The new construction is shown on the site diagram submitted by Fairweather-
Brown Design Associates, Inc. to the ZBA, date-stamped Feb. 2, 2005, and the elevation and floor
diagrams dated 2/1/05 prepared by Robert I. Brown, RA
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
1. Grant of the variance will not produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. The applicants wish to demolish both the one-
story older home and garage, and build a new single-family dwelling, with attached garage. The
rear porch of the new house which will be only 41.7 feet at its closest point to the rear lot line is for a
Page 2 - April 14, 2005
ZB Ref. 5677 - G. and B. Wood
CTM ID: 143-2-20.1
porch. The code requirement is a minimum of 50 feet for a principal building on this lot, based on
the size of the lot at 21,750 sq. ft. (over 20,000 sq. ft. and under 39,999 sq. ft.). In viewing the many
homes in the westerly section of this block, and noting that the lot is 145 feet, the Board agrees with
the reasoning of the applicants.
2. The benefit sought by the applicant cannot be achieved by some method, feasible for the
applicant to pursue, other than an area variance. The lot is only 145 feet deep. Although the
location requires a rear setback reduction, the new dwelling is proposed to meet all oth~r t>etback
requirements of the code.
3. The difficulty was not self-created and is related to the applicant's plan to build a new dwelling on
a 150' x 145'Iot, and removing the two older buildings presently existing on the property.
5. 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.
6. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a dwelling, 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 Goehringer, seconded by
Member Orlando, and duly carried, to
--...,
GRANT the variance as applied for, as shown on the site diagram submitted by Fairweather-
Brown Design Associates, Inc. to the ZBA, date-stamped Feb. 2, 2005. The new dwelling is
also shown on the elevation and floor diagrams dated 2/1/05 prepared by Robert I. Brown,
R.A.
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.
Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon.
This Resolution was duly adopted (5-0~ _ "
'-.,) 0 D .n) tJ ~Qo,). a....,
Ruth D. Oliva, Chairwoman 5/ II /05
Approved for Filing
I Y3 -.} -~.,)o. I
F AIR WE A THER-BROWN
r
DESIGN ASSOCIATES, INC.
205 Bay Avenue
Greenport, N. Y. 11944
631-477-9752 (fax) 631-477-0973
!. 7
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October 2, 2007
Mr. George Gillen, Building Inspector
Southold Town Building Department
P. O. Box 1]79
Southold, NY ] ]971
Re: Wood Residence
Building Permit # 31605Z
Dear Mr. Gillen:
This letter is to confirm that based on observations by myself and others in this office on several occasions
throughout the construction process at the above referenced project, and to the best of my knowledge, belief
and professional judgment, the strapping and meta] connectors have been installed in accordance with the
Residential Code of New York State, and the WFCM 1995, and that fire caulking, perimeter caulking, and
firestopping have been completed in accordance with the code.
Further, the use of R-30 insulation in lieu of R-33 as specified is approved by me, and conforms to NYS
Energy Conservation Code, as indicated in revised energy calculations which are attached.
If you have any questions, or require additional information, please feel free to contact me.
Thank you for your attention to this matter.
...----
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REScheck Software Version 4.0.1
Compliance Certificate
'J 7
f< L
Project Title: Wood Residence
Report Date: 10102107
Data filename: UnUded,rcl<
....--.-..
1
Energy Code:
LocaUon:
Construction Type:
Heating Type:
Glazing Area Percentage:
HeaUng Degree Days:
New York Stale Energy Conservation
Construction Code
Suffolk County, New York
Detached 1 or 2 Family
Non-Electric
4%
5750
Construction Site:
Martene Lane
MaUiluck. NY
Owner/Agent:
Designer/Contractor:
~~4.:r.r'~--~-'\l1!'iI;;ri/:;(~Y/l'1l'im.mt'f?,t~~~~
Gross Cavity Cont Glazmg UA
As,::>cmbly Area or R-Value R-Vdlue or Door
Perlllleter U.Faclor
Ceiling 1: Rat Ceiling or Scissor Truss:
Ceiling 2: Cethedral Ceiling (no aUie):
Wall 1: Wood Frame. 16' o,e,:
Window 1: Wood Frame:Double Pane with Low-E:
Door 1: Glass:
Basement Wall 1 : Solid Concrete or Masonry:
Wall height: 9,0'
Depth below grade: 9,0'
Insulation depth: 9.0'
Floor 1: AU-Wood JoistITruss:Over Unconditioned Space:
1734 30,0 0,0 61
560 30,0 0,0 19
15740 19,0 0,0 907
216 0,360 78
414 0,340 141
1571 11,0 0,0 86
999
30,0
0,0
33
The proposed building represented in this document is consistent wilh the building plans, specifications, and other calculations submitted
with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction
Code requirements. When a Registered Design Professional has tamped and signed this page, they are attesting that to the best of
his/her knOW'ledge, belief, and professional judgment, such plan ecifications are in compliance with this Code.
~:~4l.-recA' L6''1_'6'1
~~~~~;__\~_:'!'-"-<":"'" . Sl nature Date
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Wood Residence
Page 1 of 4
REScheck Software Version 4.0.1
Inspection Checklist
Date: 10/02/07
Ceilings:
o Ceiling 1: Flat Ceiling or Scissor TNSS, R-30.0 cavity insulation
Comments:
o Ceiling 2: Cathedral Ceiling (no allic), R-30.0 cavity insulation
Comments:
Above-Grada Walls:
o Well 1: Wood Frame, 16" a.c., R-19.0 cavity insulation
Comments:
Basement vyalls:
o Basement Wall 1: Solid Concrete or Masonry, 9.0' ht /9.0' bg /9.0' insul, R-11.0 cavity insulation
Comments:
Windows:
o Window 1: Wood Frame:Double Pene with Law-E, U-fectar: 0.360
For windows without labeled U-factors, describe features:
#Panes _ Frame Type Thermal Break? _ Yes _ No
Comments:
Doors:
o Door 1: Glass, U-factar: 0.340
Comments:
Floors:
o Floor 1: AU-Wood JoistITruss:Over Unconditioned Space, R-30.0 cavity insulation
Comments:
Air Laakaga:
CJ Joints, penetrations, and all other such openings in the building envelope that are sources af air leakage are sealed.
o Recessed lights are 1) Type Ie rated, or 2) installed inside an appropriate air~tight assembly with a 0.5" clearance from
combusti~e meterims. If non-Ie rated. fixtures are installed with a 3" clearance from insulation.
Vapor Retarder:
D Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and ftoors.
Materials Identlf"lCation:
o Materials and equipment are installed in accordance with the manufacturer's installation instructions.
o Malerials and equipment are identified so that compliance can be determined.
o Manufacturer manuals for aU installed heating and cooling equipment and selVice water heating equipment have been provided.
o Insulation R~values and glazing U-factors are clearly marked on the bu~ding plans or specifications.
o Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a
manner that achieves the rated R-value without compressing the insulation,
Duct Insulation:
D Supply ducts in unconditioned attics or outside the building are insulated to R-8.
Wood Residence Page 2 of 4
.
o Return ducts in unconditioned attics or outside the building are insulated to R4.
o Supply ducts in unconditioned spaces are insulated to R-8.
o Return ducts in unconditioned spaces (except basements) are insulated 10 R-2. Insulation is nol required on return ducts in
basements.
Duct Construction:
o All joints, seams, and connections are securely fastened with welds. gaskets, mastics (adhesives), mastic-plus-embedded.fabric,
or tapes. Tapes and mastics are rated UL 181A or UL 1818.
Exceptions:
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. W.g. (SOD Pal.
o The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
o Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest
zone.
Electric Systems:
o Separate electric meters exist for each dwelling unit.
Fireplaces:
D Fireplaces are installed with tight fitting non..combustible fireplace doors.
o Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York
State, the Residentiel COde of New York State or the New York. City Building Code, as applicable.
Service Water Heating:
D Water healers with vertical pipe risers have a heat trap on both the inlet and outiet unless the water heater has an integral heat
trap or is part of a circulating system.
o Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
o Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
o AU heated swimming pools have an an/off heater switch and a cover unless over 20% Of the hesting energy is from non~epletable
sources. Pool pumps have a time doclc
Heating and Cooling Piping Insulation:
o HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
Wood Residence
Page 3 of 4
.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
Heated Water
Temperature (OF)
170-180
140-169
100-139
Insu.ation Thickness in Inches by Pipe Sizes
Non..clrculatlng Runouts Circulating Mains and Runouts
Upt01" Up to 1.25" 1.5"102.0" Over 2"
0.5 1.0 1.5 2.0
Q5 Q5 1~ 1~
0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Pipin9 Syslem Types
Heating Systams
Low PressurelTemperalure
Low Temperature
Steam Condensate (for feed waler)
Cooling Systems
Chilled Waler, Refrigerant and
Brine
Fluid Tamp.
Range(OF)
Insulation Thickness in Inches by Pipe Sizes
2" Runouts 1" and less 1.25" to 2.0" 2.5" to 4"
40-55
Below 40
1.0 1.5 1.5 2.0
0.5 1.0 1.0 1.5
1.0 1.0 1.5 2.0
0.5 0.5 0.75 1.0
1.0 1.0 1.5 1.5
201-250
120-200
Any
NOTES TO FIELD.: (Building Department Use Only)
Wood Residence
Page 4 of 4
SCDHS REF. # R70-05-0778
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SURVEY OF PROPERTY
AT MATT/TUCK
TOWN OF SOUTHOLD
SUFFOLK COUNT:y, N. 1':
7000- 143-02-20. 7
SCALE: 1.-30'
JUL Y 19, 2004
AUGUST II, 2004 (CERTIFICATIONS)
OCTDeER 17, 2005 (PROPOSED HOUSE)
OCTOBER 27, 2005 (TEST HOLE)
NOVEMBER 9, 2005 (B.O.H. INFO.)
JANUARY 4, 2006 (FOUNDA TlON LOCA TlON)
SEPT. 16, 2007 ( FINAL)
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ST 29 37'
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CER77F1ED TO:
GREGORY B. WOOD
BARBARA WOOD
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ANY AL TERA TlON OR ADDITION TO THIS SURVEY IS A V10L~ TlON
OF SECTION 72D90F THE NEW-YORK STATE EDUCATION L...rIY.
EXCEPT AS PER SECTION 7;D9-SUBDIVlSJON 2. ALL CERTlFlCA TlONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF
SAID MAP OR COPIES BEAR TH1!' IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNA TURE APPEARS HEIiEON_
. Y.S. LlC. NO. 49618
ECONIC SUR ORS, P. C.
(631) 765-5020 FAX (631) 765-1797
P. O. BOX 909
1230 TRA VELER STREET 04 219
SOUTHOLD, N. Y. 11971 -
AREA=21,750 SQ. FT.
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765.1802
INSPECTION
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765.1802
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765.1802
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[ ] FOUNDATION 2ND [X INSULATION
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765.1802
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[ ] FOUNDATION 2ND [] INSULATION
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765.1802
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[ ] FOUNDATION 2ND [] INSULATION
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[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
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DATE COMMENTS
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Building Inspector
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
NYS.D.E.C.
Trustees
Contact:
Maii1'If 477 - 17 r- a--
PI1one: -an, ~
TOWN OF SOUTHOLD
BUILDING DEPARTME~T
TOWN HALL
SOUTHOLD. NY 11971. .
TEL: (631) 765-1802
FAJ(:(631)765-9S02
www.northfork.netlSoutholdl
~J1:RMIT No.3/b O,y--=i3
Approved
Disapproved alc
~
\i~~ ;:-rrrJq~\
\JCL . .\:~~~.~~~CATION FOR BUILDING PE:: /t/d ,20''-
~ . ~ INSTRUCTIONS
a. This apPI:~O~'~'IUST be~omPletelY filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan 10 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.
APPLICA nON IS HEREBY MADE 10 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 a1terlltions 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.
/'
20 b
20?
Examined
~
(Signa f applicant or name, if a corporation)
dIJr 4 t2 -' J1r~;~~ ./-
/ (Mai ng address of'applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
()~~
Name of owner of premises ?(1'.f!l{lJtey V ~. (;)P-dP
(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.
proposed work will be done:
~
Street
Hamlet
County Tax Map No. 1000 Section
Subdivision
/43
Block O.[),
Filed Map No.
Lot cJo ,j
Lot
(Name)
.""'"'1
2. State existing use and occupancy of premises and intended use and 7::tupancy ofproPose~onstruction:
a. Existing use and occupancy cln -vP.d oy'()-,re~ ~) dJhno U;:z
b. Inte~dedusean~occupancy ~k' {~~ /2.L;x~ ~Fi/f~~
3. Nature ofworlc (check which applicable): New Building /' Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost
''loo, 00.0
,
Fee
5. If dwelling, number of dwelling units
If garage, number of cars
/
(To be paid on filing this application)
Number of dwelling units on each floor
1
- -
6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dim~nsions of existing structures, if any: Front f?J .
Height ..J2:fzr Number of Stories ot-
Rear~
Depth h 3 '!:"
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front i ,;),
Height d.b I Number of Stories
9. Size oflot: Front 1'5V / Rear /S7:J I
A
Rear cf C).... Depth
~.3.s-
Depth I L,L oS' (
.
Name of Former Owner Vf/"" ~
10. Date of Purchase
11. Zone or use district in which premises are situated /t -
I,'
12. Does proposed coristruction violate any zoning law, ordinance or regulation? YES / NO 2l3/ir ~
13. Will lot be re-graded?YES / NO~WiII excess fill be removed from premises? YES_NO ~
14. Names~of Owner ofpremise~o() d.-> Address 171KUr/ tb.R~
Name of Architect f<aber~ 13".c:Jwn Address ~..u.?~~
Name of Contractor BO/!"?A:..m4/1 fj,,,;dtIl7 Address ~ ~~
f'lll'me..cr l)e:fl,!he~ za..." h/.e-'</e4~~ 1ee/J~ ~77-9?S.c;."
15 a Is this property within 100 feet ofa tidal wetland or a freshwater wetland? *YES_NO V'
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet ofa tidal wetland? * YES_ NO_
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accumte foundation plan and distances to property lines.
17. Ifelevation at any point on property is at 10 feet or below, must provide topographical data on survey.
eN:
(~ the
STATE OF NEW YORK)
~~
COUNTY OF L
. /JJ,g..fi. T/d being duly sworn, deposes and says that (s)be is the applicant
. vidual signing contract) above named,
~n~ Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said wolk and to make and f1Ie this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the wolk will be
performed in the manner set fonh in the application f1Ied therewith.
Swon:r;rfore me thi
/ day of
.
20m::::....
~#~
JOYCE A. STEVENS .
NOTARY PUBLIC. STATE OF NEW YORK
NO. 4875122
OUALlFIED IN SUFFOLK COUNTY rL
COMMISSION EXPIRES NOVEMBER 3. 20~
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BASED ON 5URVEY OF PROPERTY
AT MATTITUCK
TOWN OF 50UTHOLD
5UFFOLK COUNTY, N.Y.
1000- 143-02- I 9 4: 20
JULY 19,2004
AUG. I I, 2004 (CERTIFICATION5)
FOR BARBARA WOOD
4: GREGORY B. WOOD
AREA = 21,750 5Q.FT.
BY:PECONIC 5URVEYORS, P.C.
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SITE PLAN
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DEBORAH A. CARRIG
GREGORY C. DICKERSON
PUBLIC WATER
0<.00'
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BARBARA A. 4:
ROBERT L. 5CHWARZ
PUBLIC WATER
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PERMIT FOR ApPROVAL OF CONSTI'IUCilON FOlt A
SINGLE FAMilY RESIOENC~' ,~v LY
DATE\~ \~G<" H.S. REF. NO.~\(j- U; - ons
ApPROVED ,\\\",---" v'\'Z''v'~'\..
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SURVEY OF PROPERTY
AT MATTlTUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTYI' N. 1':
10~~40.1
SCALE: 1--30'
.AlL Y 19, 2{}(u
AUGUST 11, 2004 (CERTlFlCA nONS)
OCTOBE:R t 7, 2005 (PROPOSED HOUSE)
OCTOBER 27, 2005 (TEST HOLE)
NOVEMBER 9. 2005 (B.O.H. INFO.)
JANUARY 4, 2006 (FOUNDA nON LOCA TION)
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AREA=21,750 SQ. FT.
ANY AL TERA nON OR ADDITION TO THIS SURVEY IS A WOLA nON
OF SEcnON 72D9OF THE NEW YORK STA TE EDUCA TION LA W.
EXCEPT AS PfR SECTION 7209-SUBDMSlON 2. ALL CERTlACA nONS
HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONL Y IF
SAID MAP OR COPIES BEAR THE 'MPRESSED SEAL OF THE SURVEYOR
MtHOSE SIGNA TlJRE APPEARS HEREON,
ECONIC SUR 4<<).
(631) 765-5020 FAX 1)
P. O. BOX 909
1230 TRA VELER STREET 04 2119
SOUTHOLD. N. Y. 11971 - .L
-
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CERTIFIED TO:
GREGORY B. WOOD
BARBARA WOOD
;~- ~ ~ !~ f; \~ l~ ::
L~~ ~.-~~ \W
ELDti. DEPT.
T WN F SCUTHOlD
FAIRWEATHER-BROWN
DESIGN ASSOCIATES, INC.
205 Bay Avenue
Greenport, N.Y. 11944
631-477-9752 (fax) 631-477-0973
October 2, 2007
Mr. George Gillen, Building Inspector
Southold Town Building Department
P. O. Box 1179
Southold, NY 11971
Re: Wood Residence
Building Permit # 31605Z
Dear Mr. Gillen:
This letter is to confirm that based on observations by myself and others in this office on several occasions
throughout the construction process at the above referenced project, and to the best of my knowledge, belief
and professional judgment, the strapping and metal connectors have been installed in accordance with the
Residential Code of New York State, and the WFCM 1995, and that fire caulking, perimeter caulking, and
firestopping have been completed in accordance with the code.
Further, the use of R-30 insulation in lieu of R-33 as specified is approved by me, and conforms to NYS
Energy Conservation Code, as indicated in revised energy calculations which are attached.
If you have any questions, or require additional information, please feel free to contact me.
Thank you for your attention to this matter.
/~?~".~
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REScheck Software Version 4.0.1
Compliance Certificate
Project Title: Wood Residence
Report Date: 10102107
Data filename: Untitled. rei<
Energy Code:
New York Stale Energy Conservation
Construction Code
Suffolk County, New York
Detached 1 or 2 Family
Non-Electrlc
4%
5750
location:
Construction Type:
Heating Type;
Glazing Area Percentage:
Heeting Degree Deys:
Construction Site:
Martena lane
Mattituck. NY
Owner/Agent:
Designer/Contractor:
('0 l'i'licl'l( t' Passes r\1dX 11 u 1 lJA 2282 'n,'Jr Hr' '1'0 UA 1325 ~ 41 9% Better Than Code (UA)
Gross CavIty Cont Glazing UA
Assembly AreCl or R.V,llue R.Valuc fI[ Door
Pennleter U-Factor
Ceiling 1: Flat Ceiling or Scissor Truss:
Ceiling 2; cathedral CeUing (no ettic):
Wall 1 : Wood Frame. 16" O.C.:
Window 1: Wood Frame:Oouble Pane with Low.E:
Door 1: Glass:
Basement Wall 1 : Solid Concrete or Masonry:
Wall height: g.O'
Depth below grade: 9.0'
Insulation depth: 9.0'
Floor 1; All-Wood JoisVTruss:Over Unconditioned Space:
1734 30.0 0.0 61
560 30.0 0.0 19
15740 19.0 0.0 907
216 0.360 78
414 0.340 141
1571 11.0 0.0 86
999
30.0
0.0
33
The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted
with this permit application. The proposed systems have been designed to meal the New York State Energy Conservation Construction
Code requirements. When a Registered Design Professional has tamped and signed this page, they are attesting that to the best of
his/her knowledge, belief, and professional judgment, such plan cificalions are in compliance wllh Ihis Code.
Si nature
L6- -e..' OJ
Date
Wood Residence
Page 1 of 4
RES check Software Version 4.0.1
Inspection Checklist
Date: 10/02107
Ceilings:
o Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
o Ceiling 2: Cathedral Csiling (no attic), R-30.0 cavity insulation
Comments:
Above-Grsde Walls:
o Wall 1: Wood Frame, 16R O.C" R~19.0 cavity insulation
Comments:
Basement Walls:
o Basement Wall 1 : Solid Concrete or Masonry, 9.0' hi !9.0' bg /9.0' iosul, R-11.0 cavity insulation
Comments:
Windows:
D Window 1: Wood Frame:Double Pane with low-E, U-factor: 0.360
For windows without labeled U-factors, describe features:
#Panes _ Frame Type Thermal Break? _ Yes _ No
Comments:
Doors:
o Door 1: Glass, U-factor: 0.340
Comments:
Floors:
o Floor 1: All-Wood JoisVTruss:Over Unconditioned Space, R-30.0 cavity insulation
Comments:
Air Leakage:
o Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed.
o Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from
combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation.
Vapor Retarder:
o Installed on the warm~in~winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
o Materials and equipment are installed in accordance with the manufacturer's installation instructions.
o Materials and equipment are identified so that compliance ca.n be determined.
o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
o Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
o Insulation is installed according to manufacturer's instrnclions, in substantial contact with the surface being insulated, and in a
manner that achieves the rated R-value without compressing the insulation.
Duct Insulation:
o Supply ducts in unconditioned attics or outside the building are insulated to R-8.
Wood Residenca
Page 2 of 4
o Return ducts In unconditioned attics or outside the buitdlng are insulated to R-4.
o Supply ducts in unoonditioned spaces are insulated to R-8.
o Return ducts in unoonditioned spaces (except basements) are insulated to R~2. Insulation is not required on return ducts in
basements.
Duct Construction:
o All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-p1u&-embedded-fabric,
or tapes. Tapes and mastics are rated UL 181A or UL 1816.
Exceptions:
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pal.
D The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
o Each dwellIng unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest
lone.
Electric Systems:
o Separate electric meters exist for each dwelling unit.
Fireplaces:
o Fireplaces are installed with tight fitting non~oombustible fireplace doors.
o Fireplaces have a source of combustion air, as required by the Fireplace constNction provisions of the Building Code of New York
Stata. lha RasidanUal Coda of Naw Yorn Stata or the Naw Yorn City Building Coda, as applicabla,
Service Water Heating:
D Waler heaters with vertical pipe risers have a heat trap on both the inlel and outlet unless the water heater has an integral heat
trap or is part of a circulating system.
o Circulating hot water pipes are insulated to lhe levels in Table 1.
Circulating Hot Water Systems:
o Circulating hot water pipes are insulated to lhe levels in Table 1.
Swimming Pools:
o All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable
sources. Pool pumps have a time dock.
Heating and Cooling Piping Insulation:
o HVAC piping conveying fluids above 105 dagrees F or chilled fluids balow 55 degrees F are insulated to thalavels in Table 2,
Wood Residence
Pega 3 of 4
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
Heated Water
Temperature (OF)
170-180
14().169
100-139
Insulation Thickness in Inches by Pipe Sizes
Non-Clrculatlng Runouts Circulating Mains and Runouts
Up to 10 Up to 1.25" 1.5" to 2.0" Over 2"
0.5 1.0 1.5 2.0
0.5 0.5 1.0 1.5
0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Piping System Types
Heating Systems
Low PressurelTemperature
Low Temperature
Steam Condensate (for feed waler)
Cooling Systems
Chilled Water, Refrigerant and
Brine
Fluid Tamp.
Range(OF)
Insulation Thicknes. In Inches by Pipe Sizes
2"Runouls 1"andLess 1.25" to 2.0" 2.5" to 4"
201-250
120-200
Any
1.0 1.5 1.5 2.0
0.5 1.0 1.0 1.5
1.0 1.0 1.5 2.0
0.5 0.5 0.75 1.0
1.0 1.0 1.5 1.5
40-55
Below 40
NOTES TO FIELD: (Building Department Use Only)
Wood Residence
Page 4 of 4
2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17
ISSUES/ REVISIONS
82'-O" ^__4
.. 20'-O�i 8'-O" 22'-p"
2._p13�
;` K
v
I
- - - - - - - - - - - - - - - - i
1O1
47H. SLAB to
REINFORCED
WITH
511
SCREENED ORCH 5 SLAB d FOOTING •
I I 91
Q 8"TH POURED CONC. —144a
FOUNDATION WALLS — 2'-G"x2'-6'k I v
ON 6'x 1'-4"CONC. / CONCFOOTING
FOOTINGS REINFORCED (TYPICAL).
WITH (2)#5 RE-BARS 1� ~
(CONTINUOUS) 7.
N 71
— — — — — — 2'-9 1/8" 14'-2 7/8" 13'-5 3/8" 14'-I 8" 8'-9 I/2" 0-7 1/4"
0 2'k4"STUD WALL o L�
�j
FACE WITH I/2" EL} S° 6"xG"CCA WINDOWr *
GYP, D. BOTH SIDES R WELLS WITH FLUSH LF 1�0�1
TAPE SPACKLE F PAINT, m _
2'-p" METAL GRATES.(TYP)
�w °sem L - - - - - - — — �—� — — L= —
�m b o UP — —/— — — — — ,J� — — — — — — — qlr--q
T
u PER
PROVIDE EX7AN510N17
PURR OUT WALLS WITH
UNFINISHED BASEMENT
2'x4'JOINT 4� I n TAPE FAT AND r
AROUNDCONTROL JOINT PERIMETER.
WITH
TH Ill"GW.BD. — — —
5'-I SPACKLE FPAINT. — _ —
PROVIDE TRIPLE 360@16"O C. II-7/ "TJI 360 @16'O.C. STLCOLFROM ip �GALV.METAL GALV.METAL
_ _ _ _ G
EL.+15' 1I-7/8"TJI 3GO@I B'O C. OSTD.WE. \ /
9-0 H EASEMENT VENITS VENTS h
STUD
S UNDER N 2ND FLOOR
O / V AGI STAIN
Q _ — _ — TYPICAL)BOVE m' I FINI H TO m
j: CO CRETE -�' GAHM,METAL rte\
Off& 4'TH. CONC. SAB I / O�LNG PANDELS CUT D FLO R CRAWL SPACE Q2005
AV
N vENTs
0 I TO FIT ON LOWER FLANGE CONTROL 0x6" CCA WINDOW ALL RIGHTS RESERVED
2'x4"@ 16"O.0 Q
WELLS WITH FW5H
OF TJI CEILING JOISTS 3 JOINT METAL GRATES.(fYP) U TtIE5E PANS ARE AN INSTRUMENT OF
19'J 3/4" STUD WALL WITHI 14'-6 I/4' 14'-8" 9 TM
a) /2"GYP.BO.EA N '�' SERVICE AND ARE THE PROPERTY OF
iv
THE ARCHITECT. IN FRINGEMENITS WILL
r
SIDE AND R-15 I `"� — — m
O r — � � • BE PROSECUTED.
m
BATT INSULATION ro = m
N 1 - J _ F
� CONC HIA-0DH 3y0"x -p'k l'-O"
Ji
(TYPICONCC LOOTINIG U r 2"RAT SAB L— — J
° CRAWL SPACE _ TROWELLED 5MOTH
ONG" CCA WINDOW I— PROVIDE TRIPLE I�C0 C,FILLE
WELLS WITH FLUSH I STUDS UNDER L— —I— J 4"DIA, STEEL
- p
METAL GRATES,p'YP) RO,5T5 ABOVE — COLUMN �, m
w — (TYPICAL --1 I T—FINISHED SET Off
\A7 STAIRS AND BALUSTERS
TO MATCH MAIN STAIRS R 111
LINE OF CEILING
PROVIDE EXPAN51� ETEJ JOIST HL Op� _ PURR
FLATLAND TH FCUT WA
V
JOINT AROUND FE IMR� TRANSITION, 2"x4
"O
O 2ND FLOO STD.Wf.
. TAPE SPACKLE t FAI rACEWITH N4 , 5TLCOLF QOM
-7/8"TJI 360 @ G"OACLIENT/OWNER
J
N
F - - - - - - - - - - GARAGE V� GREGORY B. WOOD
5A51A WOOD
G"x G" EL CCA WINDOW FINISHIED BASEMENT EL. 5"
RESIDENCE D
N -- MARLENE LANE
WELLS WITH FLUSH '-2 7/8" — 4'TH. CONC. SAB T
METAL GRATES.(1'YP) N m
CONCRETE ACID REINFORCED WITH Y
FIIJ15H ISE T E To w.w.MESH N' ry MAI TITUCK, N.Y.
s PURR OUT WALLS WIT7 . � � �
FLOOR FACE OIJ FAT AND _ — � �I — SLOPED 3/1 G"TO 1'-0"
WITH 1/2" GYP.B — — TOWARDS DOORS 15 ll9 IS !I PJ LS ►/�
TAFE SPACKLE t PAINT
L_ — J L_ � L— I— � ✓ �/
BRICK PIERS ON
uLDn DEPT ~
N T WN OFS=!ITHOLO ! PROJECT TITLE
q FOOTINGS (TYPICAL -
N N
SO
— — — — — — — J - NEW CONSTRUCTION v
m — — — — — L0 1 L - - - - - - - - — — -
L J - - L- - - - - - - = DRAWING TITLE
r
i.-3.. L-
9'-e"
000
FOUNDATION
'i 11 1
I A VIOLATION OFTHE
8 ill LAW FOR ANY PERSON,
UNLESS ACTING UNDER TO 1 Q
i)IRECTION OFA LICENSED v
ARC HITECT,TO ALTER ANY ,- � PRINT DATE SCALE
'.TEM ONTHISDRAWING IN
ANYWAY.ANY A. THORIEEO -
AI TERATION MUST BE
NOTED,SEALED,AND p ISSUE OCT 2 2007
—
GESCt41EE0IN ACCORDANCQ JUNE 20, 2005
,nrgti9
DRAWING NO.
IO'—p° 10'-0" 90'—On 2'-0" 8'—O" 2'—p" `•
C" PIP
16, PIP A
FOUNDATION PLAN E �
REP. NO.
SCALE I/4" 1'O"=
6�6( d2'
I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17
ISSUES/REVISIONS
K
3" VENT 3" VENT VENT
_J DATUM LEVEL 0.0(FIRST FLOOP� z BOYS BATIi GUEST BATH 3" BAT
Y �
FINISHED o
GRADE EL. _ -1.3' _ r Ile
, HAND HAND l
SINK
Q — — TOILET SINK TUB TOILET SINK TUB TOILET
TUB 5HOWER
PITCH /4"/FT. ► ll�� llrr �/ M
PITCH 1/8"/FT —► 5 - ` -f SECOND FLOOR A
ELEV.=-2.0' F IT
A
ELEV.= -2 42'
z_
ELEV = -2.92' ELEV.= -3 a
20'-O" fCDH5 APPROVED
ip 5CDH5 APPROVED
1,500 GAL. 8'-O"MIN. PREgAST'8'0-8D
SEPTIC TANK LEACIIING POOL 04
V
33 VENT
O GROUND WATER
PROP05ED SEPTIC SYSTEM DETAIL m ELEV IG'-0"BELOWGRAL
POWDER RM LAUNDRY 3' D VENT KITCHEN 3" VENT •
UNDERWRRERSCERTIRCAii N.T.5. til
RE,OUIREU "IN° "NWASHING DISH
COMPLY WITH OF SKSINK
~
NEW YORK STATE E TOWN CODE`' TOILET DRAINMACHINE SINK WASHER
APP OV D AS NOTED (TIONS OF DRAIN
AS Ef AND COND
DATE: / ��' B.P.i 6__ 9gIIIIlXD1DY11mA 1 FIRST FLOOR
pop
FEEBY:• f v' / D7pWIIRAW1NStiDAID
765-1802 NOYIFY 8DIAMNTOD4PMFOR THE
PM EPARTMENT T
FOLLOWING INSPECTION!. - �/- // Nnom ROP •
1. FOUNDATION - TWO RWWREDFOR
�pdN 25�
3. SUS USED cINORETE PLUMBING RISER G
2. ROUGH - FRAMING 6 dLUMBWG PLUMBER CERTIFICATION 5
4. FINAL - COMAUCTION MUST ON LEAD CONTENT BEFbRE NOT TO SCALE
BE COMPLETE FOR C.O. CERTIFICATEOFOCCUPANCY
" C
A
ALL CONSTRUCTION SHALL MEET THE SOLDEFi.USEDMfWATEq
REQUIREMENTS OF RESPONSIBLE FOR
NEW SUPPLY SYSTEM CANNOT ~
YORK STATE. NOT RESPONSIBLE FOR EXCEED Vi 11 OF 1%L#AD. n
DESIGN OR CONSTRUCTION ERRORS.
r-N 02005
ON � ALL RIGHTS RESERVED
FLOOD'
N / 0 / F 001 ~ THESE PLANS ARE AN INSTRUMENT OF
CERTIFICATION OF �c5• � � SERVICE AND ARE THE PROPERTY OF
COMPLY WIYI+CF�A R�,8' NAILING &CONNECTIONS DEBORAH A. CARRI G N THE ARCHITECT. INFRINGEMENTS WILL
4'5 O
FLOOD DAMAGE PREVENTION 0. ° BE PROSECUTED.
•
BouTHOGOTowN-CODE. ^ �� GREGORY C. DICKERSON os'w w �
�D
PUBLIC WATER o
PLUMBING \ POP
ALL CONSTR ION SHALL ALLPLUMBINGWASTE \ "'�•
GOD, O r��Ew ;ING E'R ORE CNEED \
CONSTRUCTION
MEET THE;R ENTSOFTF TESTING BEFORECOVERIN4 N� p
2o`5O"� FENCENEW
69
0
RETAIN STORM WATER RUNOFF'' OCCUPANCY OR MON N / w o \ \ 1A
PURSUANT TO SECTION 01180 l
OF THE TOWN CODE, USE IS UNLAWFUL °'6'E FE % 70 Q
WITMOUTCERTIFICATE N o.e'e NE�G� a �\ e�pe. �� o �o�o •
DO NOT PROCEED WITH OF OCCUPANCY
FRAMING UNTIL SURVEY V0� :30 Oo O G 0 � ��/� / N N� T N
OF FOUNDATION LOCATION W 5� �z < \ 4w
HAS SEEN APPROVEp,,, E ��aPG ° n 1� O ` CLIENT/OWNER
O G.8'E '� LF 1dlj I I�
N / �o f rn C I GREGORY B. WOOD
/ �\ I To BASIA WOOD
W_
E �° Sr � � ~ RESIDENCE D
� PROPOSED t / p
� Aye I G'x3G' �O� Tu � \ R_QktOC :~ RLENEL
s � MA ,LANE
�g o - SF TEST HOLE
V0
i
�, Q PROPOSED
20 G 0 MON / - - - 1 OG LI F i WATER SERVICE
BASED ON SURVEY OF PROPERTY - OVTP �s`
O n� / �� OVERHANG 0
AT MATTITUCK v NrwALL O
/ / STONE PAVING
PROJECT TITLE
TOWN OF 50UTHOLD G 9` SET ON 4'TH.
O BACK PATIO CONC. BASE PIPE I�wl
SUFFOLK COUNTY, N.Y. G eN �. FE f
n
-70 STONE PAVING —NEW o.3'N r'' NEW CONSTRUCTION
000- 143-02- 19 4 20 Z PENCE 0' O. I'w 00
�z SET IN COMPACTED
JULY 19, 2004 A N �A BLEND * SAND o / ° �BILC A5'0
AUG. 1 1 , 2004 (CERTIFICATIONS) o eN� DOOR e�Nce FE
FOR BARBARA WOOD N FE A �� y�r k ` INCE 0.2's i
DRAWING TITLE
GREGORY B. WOOD 6 2C) vO� o. l'w �� o eo P\NUN�eAft
AREA = 21 ,750 SOFT. / 0 PE GN ^tel 51TE PLAN
BY:PECONiC 5URVEYOR5, P.C. 0.4'N 0,50 R
O .5E 56g°2 N / O / F V
vol 87 E I'w o 3's BARBARA A. PRINT DATE 11- - 29
-a'
07'E ROBERT L SCHWARZ 11 NOY - 9 2005
I E PLAN PUBLIC WATER L.I IssuE
® MONUMENT FOUND NO
JUNE 200,
DRAWING NO.
® PIPE FOUND ITISAVIOLATIONOFTHB peDAac
u_
UNLESS ACTING UNDELAW FOR ANY R THC -E '_ OF,PT 1.BAO/TFC s
SCALE: I —30 DIRECTION OF A LICENSED ¢ o� I POP
ARCHITECT,TO ALTER ANY ( ^i{L _ *
t
ITEM ON THIS DRAWING IN - � 1�o
ANYWAY.ANYA_THORI2ED
ALTERATION MUST BE a-
NOTED,SEALED,AND
DESCRISEDINACCORDANCE Ngd4 py
WITH THE LAW. Io:EF. NO. 0413
^ 13
I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17
ISSUES/REVISIONS
i -- 80-0" ON
T-0" -- 20'-0" _ 301-0" 81_0" 22'_0" tai
- - - - - - - - - - - - - -- - - - - - - - - - - - - - -
I
I I I I I I
SCREENED PORCH SLAB 4 FOOTING
I •
4
" 4711.SLAB V
REIN
ORCED
WITHFW.W.ME5H CONC.POCTING v
�(TYPICAL). T- ~
�IL�Jf� 7
- - - - - - - - - - __ - - - -- - - - - - - - •
L
14'-27/8' I. 13'53/8" 14'- 8 8'-9 I/2' --_ 61-7_I/4'!- 3 �
0111111
- 8"TH POURED CONIC. EL.+1 5'1 �6"x6"CCA WINDOW 11 ^ H
S FOUNDATION WALLS WELLS WITH FLUSH
0>
WITH8".1' REWFORCED L NC. 0�� METALGRATES.(iYPJ - _ - - - - -- - - I-❑fi
ON 8'
FOOTIN G R E-BAR 5 _ - - - - - - - - - - - - - - - - J- - L - J - -- - _
3a w (CONTINUOUS). - - - - - - - - -
6$ O I EL'_p PROVIDE EXPANSION PURR OUT WALLS WITH
CONTROL JOINT AROUND PERIMETER. a? 2"x4"ON FIAT AND
- -
EL.+15" JOINT-- I—I I FACE WITH 1/2"GYP.BD. _ - '�_.___-_ - _ •
r O @ 16"O.C. I -7/ "TJI 360 @ 16�E 4 PAINT.
UNFINISHED BASEMENT TAPE SPACKLE ~
I I-7/8"TJI 36 — — — — — —
- 1 1-7/8"TJI 360 @ 16"O_.C. I - 4"0 5TD WL GALV.METAL GALV METAL
PROVIDETRIFLE 9'-O H BASEMENT 2ND FLOORM VENTS VENTS r
STUDS UNDER
HNJ P05T5 ABOVE ACI STAIN _
R — I (fYFICAU m FIN( HTO °� GALV.METAL r�
- - - - - -- - 41TH. CONIC. SIAID 3/8'71. BEAD BOARDr�� F O RAE 0 VENTS
CO
CEILING PANELS CUT N ` 6"x6"CCA WINDOW CRAW SPACE ALL RIG®5 R SERVED
0 TO FIT ON LOWER FLANGE CONTROL1110111
OF TJI CEILING JOISTS 3 JOINT WELLS WITH FLUSH
2"x4"@ 16"O.0 �� METAL GRATES.(IYP) U? ~ 7ryE5E PIANS ARE AN INSTRUMENT OF
19'-I 3/4" STUD WALL WITH _� 14'-6 I/4" " 14'-8" I- V' co I `I SERVICE AND ARE THE PROPERTY OF
THE ARCHITECT. INFRINGEMENTS WILL
a? /2'GYP.BD EA. M� (dj '� BE PROSECUTED.
In l` SIDE AND R-I 5 - - - J o m F
'n BATT IN5UfATION i �_ - - . - - . - - - - - - - - . - . -
3 ON
m r�1
-0 I� CONC.HAUNCH - �=��IC L pTl G - CRAWL SPACE � 2' f IL
1' L I L
41-6� u r ' RAT SLAB
O TROWELLED SMOTH
SPIRAL6"x6" CCA WINDOW ' CONIC. STAIR PROVIDE TRIPLE
_ CONC.FOOTING iI- L 4O A STEE o m
WELLS WITH FLUSry - CONC.FILLED STUDS UNDER d,
METAL GRATES.((W) ,I -% (POSTS ABOVE - COLUMN �, m
A �y T 4'DIA. STEEL N - - ((IYPICAU % m - -
Illi--11' COLUMN p FINISHED SET OF t= r _ _ _ _ _
I N STAIRS AND aAW5TER5 � - I
A7 - _ TO MATCH MAIN STAIRS �A
— - - - - ' - - — - -IIW — -- - a I r - - - - - - -i
_ _
LINE OF CEILING "q� UP - ISR@7-7/ I�
N �JOINTI DA AROUND PERMETER. TRANSITION. �^3" ' - 21X411 ON FLATLAND m
ru
- - - - �
FACE WITH 1/2"GYP.BD. V O 4"O 5TD. . O
p EL.=O° TAPE SPACKLE 4 PAINT. 5TL COL F M r
-7/8"TJI 360 @ 16"O.C. w /
— 2ND FLOOR� I/ CLIENT/OWNER
- - T �_ - - - - - - - - - - - - - - GARAGE f GREGORY B. WOOD
1 FINISHED BASEMENT EL.+I5" -/ ^ BASIA WOOD
Mx6 ~ RESIDENCE
ETAL GRATE@(FT) D
CCA WINDOW
m 4'7ry. CONIC. SLAB MARLENE
ACID STAIN m � I' 9'_8�� REINFORCED WITH N ~ MALT TUCK N.Y.
FINISH TO -> P� m r 1
Q CONCRETE PURR OUT WALLS WITH -
FLOOR 2"x4" ON FLAT AND L SLOPED 3/1 G"TO
FACE WITH I/2"GYP.BD - " I- -I -I - TOWARDS DOORS
TAPE SPACKLE 4 PAINT. ❑J L
r
T -16" 9Q.CONCRETE
L \ BRICK PIER5 ON
V— - -
7F� 3'-Ux3'_0"xFOOTINGS QWICAL) /f. PROJECT TITLE
DO - - _ - - - - ^ NEW CONSTRUCTION"- - - - - -L�� - - - - - - Ef- - - -
L r T
_— - - -I -T 7 - DRAWING TITLE
— I 3' L_ �
- J - I N FOUNDATION
IT IS A VIOLATION OFTHB M
8 1/4"
-- - --_ LAW FOR ANY PERSON,
81/4" UNLESS ACTING UNDER THIN ::':`',ar; 1
DIRECTION OFA LICENSED +""'"`
TEM ON
ARCHITECT,
IS DRAWING IN TO ALTER AN �W''�`� ` P PRINT DATE SCALE
1 ANYWAY.
-0"
ALTERATION MUST BE
�'j;
, , I�
NOTED,SEALED,AND - ISSUE
DESCRIBED IN ACCOROANCp JUNE 20, 2005
Pl WITHTHELAW. NOV - 9 7W
DRAWING NO.
— r 1
2'-0"
IO'
_0" 1p.-p„ - - 30-0" b_0" 16 21-0181-011
82_0" - - Bq0,0 A 1
FOUNDATION PLAN I " jRio
'" A
SCALE 1/4"=1'0" ` I 34A 0Q� REF. NO.
0413
2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17
� E G ' D 2 C F BB ISSUES/KEV15IONS
A7_ / \A7/ C71 baa \A7� (.Q� �A7/
1
2'-d' 20'_0" T-31/4" I4'-91/2" T-I I_JLh B' 0" _ 22'_0"
K
1 � '
j = -
6y0�, PI(I)STEP DO M
a
_ 5/4"x4" MAHOGANY
FRAMES WITH •
COPPER SCREENS
SCREENED PORCH m J
a
RANDOM FIELD STONE -✓� (2) -3/4"x l l-I/4" 1.9E 1 21P0 HB€G PERMACA5T I0
_ PAVING SET IN 4"THCOLUMNS(ttP).
\ � REINFORCED CONC. BMICROLLAM _VL
ED ^)
5TEff,i)
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2 (2)1-3/4"x11-1/4" 1.9E N n
w -34 -3/4"xl -I/4" 1.9E
MIxMLVL MICROLLAM VMICROLLAMLVL
1213-112'11I-7/B^
- -
0
( q A `2.OE PARALIAMR 9L O n
TYPE C BILCO DOOR _ �/
3 4'k6"DRESSED FIR - - �\ � � - - L \OH v ERRS ENCLOSURE
-__ -. - - • . . . - . • BY Kl CFI _p D/WI 8 a fSRAIN TO T€G CEDAR r_l
W/ 2" EMENSION O �-
SEE
71 360 16" / -- �-� / bRYWELL VERTICAL
m _ KITC EN E PL INS
UF
O -
COLLAR nes @ 4'-D^O.C.
.7 O. EN C N R :�:
38 m
- ---- - 257 L( I -7/8' "TJI 60@I "O.C. q�"_ _ EO. EQ. EQ EIO_�, •
m 2'711. BLUESTONE z ✓ 5 II /�
HEARTH ONE PC I I I III -- 2dd' 4'-O" �_ V
(271-3/4"xl I-7/3" 19E_ _ J L- --�:� J ' � � � - (2)I-3/ "xl I-7/g" 19E �-
r DINING KO M - - MICROL AM LVL
MICROUAM LVL -�
D FIRE BR1GK -� LOW WALL III O In
REo - R
_ - �_k _ _._--- O - ❑ -7/B" 560 @16"O.C. - x--
§ o WITH WOOD O o O �.
\ 1
LIVING ROOM CAP O o w o N �d I 11 / D/W I - 7
p w - y �---- _ 1 o O 9 l u- rel 02005
I� CATHEDRAL CEILING w _ w I- 1 - -f r - �" 3 O_ ---' -
_ z w STORAGE ROOM PI ALL RIGHTS RESERVED
5"S€B RED OAK _I L r_ I \\ / L i m N ~ THESE PIANS ARE AN INSTRUMENT OF
m w \� FLOORING WITH 3/4" -I -- I - I m FLOOR THI SE7-BES ---"- -,�- -q 3 0 5 5 1/2"GY .I PLY FLOORING
�\ - - __ _ 3/4 ` SERVICE AND ARE THE PROPERTY OF
BORDER STRIPS ERA IC TILE TAPED P.BD.WALLS €CEILIING THE ARCHITECT. INFRINGEMENTS WILL
(` FIELD STONE FACING NG SET EO O ED SPACKLED AND • BE PROSECUTED.
TO 5'-O' HT GYP. °� 2'-7" PAINTED.
2 BOARD ABOVE - _ __ U O _�- - o ¢ -- cJ CHUTE 2g g = 5'-6' qs ^ F
�� m "' LINE OF BALCONY $yF, ICE 5UB ZERO /--
ABOVE F,(' _ \ MUD R
2� ENCLO ED
Ot Or RIDGE
4DE
_SPIRAL STAIRS 5"5€6 RED AK BREEZ WAY PO DER in
'All (SEE SPECIFICATIONS) FLOORING RO M
r A � UPI3R�3" PA
4 Iw (NO BORDER) o CERA IC TILE 15 G� T 36 TTING 4' 1 I8 'Q A7
`� 30° AChI In
INS
C
T. v
FLOG ING SET
G'-7314" - 9"1. 6'-7 3/4'_ -9'` - 6'— l4" 9" IN TAft
HI SET BE - l0$IEP Sy
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1 •
4668 8 ( m 14 L •
ENTRY 21JO"
PANTRY a l(.7 v 1 1-7/5"TJI 560 @ 1 GO.C.
I n] CONTRACTOR KITC (2)1-3,4'x11 7/3'
\� � \ -DN m MICRO M II VIL I . . mo
- - CAB5. BY CLIENT/OWNER
m ' - - m
2 'N I. �
- ' 9'-I I" 4'-3" Q_ 6'-53/4" - A"6" 3' GREGORY B. WOOD
-3"
f
_ 5/8" FIRICODE GYP.BD. rel
FO 'L O 116 611514'-6" - Lp w TAPED SPACKIEDAND ^ BASIAWOOD
Y m W 16 h - _e - = 2'_2 7/ "L\/ gsg 3/4" g'-0 3/g" -d' 1 \/ O O_ a_ _ PAINTED (WALLS d CEILING). _ I ~ RESIDENCE
GUEST BEDROOM _ 1
O _ MARLENE LANE D
° 11-7/g^TJI 56 16^o.C. 4'7H. CONCRETESLAB N T � MATTITUCK, N.Y.
" _ 7'_0 3'-0" 14
_ 0 4 WITH W W.ME5H REINFORCING N
w N OVER 6 MIL. POLY VAPOR BARRIER p lows
? V
5"5€B RED OAK _ ((`yl� - . . - _ . . - . v \ _ _ rw
FLOORING GARAGE (2) -3/4"x9 25" 1.9E
(NO BORDER) 13 - �I LINE OF ROOF OVERHANG - MICROLIAM LVL
- -,
'- - _ -_ - - 2"0 HBdG PERM ST MICROLLAM LVL MICROLLAM LVL 1.9E O PROJECT TITLE
ACA r MI(2)1-3/4OULA 1 7/g"
5,-g. .1i_4, (2)1-3/4"x1 1-1/4" 1.9E COLUMNS TIP). I'-4",y 9'-g' 1.// 12
( JI / % 5
O4 C_- I IL �� - MICROLLAM LVL
--- rl m
b _ / \ r O-- a -1 LINE OF 2ND FLOOR : r
Eo. Eo. SEAT\ _� - 13 I o j^ NEW CONSTRUCTION c
onk
3 lj � pm
rRIDGe A7 u� A7 �
2)3-1/2"x11-1/4' . ARALLAMP5L T�' MICROLLAMI9E
LVIL DRAWING TITLE
C _'`. Lzl -I/4"
( i
1.9E
LINE OF ROOF OVERHANG 1 MICROLLAM L L - - pop
-
rlr
�JJ __ - LINE OF ROOF OVERHANG__ '� �I2"0118€G PERMACAST IT ISAVIOLATION OF THC M FIR5T FLOOK
L COLUMNS(TYP). LAW FOR ANY PERSON
N'
11 UNLESS ACTINO UNDER THE PER
6 VI DIRECTION OF A LICENSED
0 `I•"ew'r�'
ARCHITECT,TO ALTER ANY
ITEM ON THIS DRAWING IN "!r;xi
C) 19q.i•P
3 //7 tiO ANYWAY.
ANYA-'THOR12ED "'B',;A�h, l(.p, PRINT DATE SCALE
/ Y ALTERATION MUST BE ' .,,�,I�(n�;i- r�� 1/4" = 1'-0"
E� G D SEALED,AND
_ � l� ✓ V V F� B L DESCRI
CF BED INACCORDANCB
<,., 7� A �� �A �� �7 �I1 p WITHTHELAW. Is5 JUNE 20, 2005 NOV 9 2005
V
DRAWING NO.
22'-d'_ PED ARCy�r� _
10-d� 5.0� 50 _ _ 30._0.. - g_0 6— i 9
00 A
FI RST FLOOR PLAN "' °erWA
A FNE� REF. N0,
SCALE: 1/4"=1'0" `� 0413
I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17
I55UE5/REV15ION5
�aY
LINE OF ROOF OVERHANG
K
IND
!,
2C �F _ B
`.A7� A7 �7 A47� ` A7 A7/ �y
101-01,
201-ColO'-0" LINE OF ROOF OVERHANG 8 p.
T-0" 131,011S'-9
I " 2'-3" 2'-2" 8'-10' •
I I'_p" J
mw
3"X2" CHAMFERED DECKING
OVER
zPDY 'y
PINE TOP S 1-30 DECKING VEREPDM
RAILS WIThI -3/8" MEMBRANE ROOFING
I'-2 I/2" SD BALUSTERS SLOPED I%4"TO I'-0"
o @ 4"O.C. SAL ONY LINE OF ROOF OVERHANG •
t° 24 35
DM RUBBER MEMBRANE
m X2.2 '� 4 2 (ROOFING OVER NC PLYWOOD
v 2G IDECK5LOPED 114"TO I'-a v ✓M
ZINE OF GARAGE BELOW
L� WAL 2E
ro
MA TER EDROOM r OPEN TO LIVING ROOM BELOW 25 WAINSCOT WALLS TO
Tp 4'-0" HT. WITH CHAIRRAIL �\
(THIS BEDROOM ONLY) CO
ILE \STEAM % 8'-2" Auk
WALK-IN SHOWER_ m BEDROOM k3 4 A
m a CLO5E( I'-3" � v �I
e2l
FUHL TILE 1 — _4" a 2 ,-�,IN SHOWER L OR O 2"h ���� 4.. 3 4' 4'_7" gi_3�� /I'-z u2" I _-- 2 TIL WA Ls F - " — z_D^
-G" 2'-G" 3' 0" I' 8" 4'
50 8 ^ ALL RIG05RESERVED
24 a'I— c4 0 HESE PLANS ARE AN INSTRUMEN(F-N- -- - - 8'-10)" iO 3'-TO" - � 3'-10" M 5 RB TH 0O O 40 THE ARCHITECT. INFRINGEMENTS WILL
_ �1—�8 a � SERVICE AND ARE THE PROPERTY OF
21 - CU OP IA - — -_-- - � O - - - 31
I` - -- n -- i O RIDE • BE PROSECUTED.
��� uuNDRY N � =. 0 /
\ HANDRAIL TO MATCtI 13'-B" T-I a T-2" '� (
>5-
Q/ MAIN 5TAIR5 I N CHUTE 4�, TL WA 5FL O O42" H vN \A34'- ��� b OUT EXCEPT OAK WITH NO BOTH ER( JRU L-- --L 1 2.. � � �� ° 0 4.. 7'_ 4 e._ �q (n / o
FLOORING 5' RED SOI AB VE ISI - - ---
_ 0 0 2i� f Si 2ii B H J
in DN v � v— v _ 32 4." p.. io - 4'p..
13RQ8
30° EACH � V N
28 — 29 U
/wg._g.. � ' T-CY' g._ - IS'-2 I/ N p f1 A
o- in 11 - SHELVES A7
m
1r^�r
INSHO \ A
A7 N S
gg_gi t/
F
- 0 3'-4" 41_7" 9'-I" 2'-2" (�
TI E W US S
FL O
TO 2n II . . 20 � N G° 4' •
�- s_9" 2 311 a'-p" — 34
cuENr/owNER
_2O J m J o � BEDROOM X4
GREGORY B. WOOD
EPDM RUBBER MEMBRANE A7� �\
ROOFI NG OVER AIC PLYWOOD ^ 4 BASIA WOOD
FLOORING
!'=L -_ BEDROOM N2 o m DECKSLOPED 1/4"TO I'-O" -
- s^sELEcrRED ���d � RESIDENCE
/2"
_ OAK WITH NO BORDER THRILL, D
Zo " o6L -OUT EXCEPT BATH ROOM/ MARLENE LANE
5s "(•� _� _ L s'-a' � _ LINE 0 ROOF OVERHANG �1 MATTITUCK, N.Y.
Oak
II m I <s 28
EPDM RUBBER M MBRANE ~
T` EPDM RUBBER MEMBRANE J I ROOMNGOVER P/C PLYWOOD rp% PROJECT TITLE
ROOFING OVER A/C PLYWOOD DECK SLOPED I TO I'-0" %W
om
DECK SLOPED 1/4"TOP-0"
LINE OF ROOF OVERHANG LINE OF GARAGE BELOW 111
- - - - - - - - - — - - - — — — — — — — — — — — -_o- ^ NEW CONSTRUCTION
I I
LINE OF ROOF OVERHANG r
�� \A7 �A7 .A7 > I .A7\ pop DRAw1NGT1TLE
rI
IT IS A VIOLATION OF THE Oka
LAW FOR ANY PERSON, M SECOND FLOOR
UNLESS ACTINO UNDER THEDIRECTION OF A LICENSED
'
ARCHITECT,TO ALTER ANY
HIS DRAWING
10'-0" 10'-0" 1T 0 -a gp NOTED,
NTAEALED,AND � N " r-., PRI NT DATE SCALE
- �_ ED
ALTERATION MUST BE IE U4" = I'-0"
3 0 8 p 22 DESCRIBED INACCORDANCE
82'-0" WITH THE LAW. I53UUNE 20. 2005 NOV - 9 2005
SECOND FLOOR PLAN I DRAWING NO.
AR0/
`�aEO ;% �
A3r A3SCALE: 1/4" Cl=1atp�0 nom' °
a
4 W /
F IJC REF. NO.
//
0413
2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17
ISSUES/REVISIONS
IN
�A
c K
47H.BLUESTONE CAP.
I PON
FELDMAN DOOR* r
nC ATO CHIMNEY.
�OEASING ER okRIOP CAPLEAD
Mw
D((YP CAL). / / /2 MOULDING / FASCIABOARD ✓SPRUNG CROWN �= i` \ ��FASCIA W1 3-1/2"
F/J PINE
FIELDSTONEMED FIJ PINE
FACED xb" F/J PINE RAKE 1/2"SPRUNG CROWN •
�07�D II A / WITH SOLID PINE RAKE
i' CROWN (TYPICAL). �` RED CEDAR PERFECTIONS .� FYI
FELDMAN 202 MOULDING W/5" EXPOSURE OVER BOARD WITH SOLID V
RED CEDAR PERFECTIONS / OVER DOOR k WINDOW CROWN (TYPICAL).
SKIP SHEATHING.
W/5"SHEATHING.
RE OVER /� CASING WITH LEAD COATED
14
SKIP SHEATHING. COPPER DRIP CAP(TYPICAL) \ V•
i
POO
m LEI IE m FEI
i
i
L�-L-LJJ
r
"x9' PREPRIMED Ell PINE r
V FASCIA W/3-I/2"SPRUNG CROWN
I'7H.BLUE5TONE CAP.-
A/
Oak
A
18"WHITE CEDAR
EXTRA CLEAR 5HINGLE5
l WITH 5-1/2" EXPOSURE
�. SMAIBEC PRE-STAINED
SHUTTER CRAFT WITH
HINGES kTIE BACKS. (TYPICAL).
ALL RIG09�RE9ERVED
THESE PLANS ARE AN INSTRUMENT OF
EQ EOSERVICE AND ARE THE PROPERTY OF
12"DIA. FIBkG PERMACAST C OF RIDGE / `\ OVERHEAD GARAGE DOOR5� THE• BE ARCHITECT. lNFRINGEMENT5 WILL
E A S T E L E V A T I O N I COLUMNS TUSCAN SME 2" DIA TU PERMACCARRIAGE SME BY WAYNE
COLUMNS TUSCAN STYLE
DALTON INC. F
SCALE: 1/4"=1'0" owl
A4 -
h AA
r
471-1.15LUE5TONF
� CLIENT/OWNER
I"x6" PREPRIMED F/J PINE RED CEDAR PERFECTIONS \ `
SKIP SHEATHING. \, \\ /— x6" A W1 3-1/2"
F/JPINE FIELDSTONE —� � f GREGORY B. WOOD
FASCIA W/3-I/2"SPRUNG CROWN � W/ 5" EXPOSURE OVER
r.�
., , FASCIA I 'x5" E FINE R NG CROWN FACED x ��_ M BASIA WOOD
�- I'kB" F/J PINE RAKE /
I"x8" F/J PINE RAKE TO CHIMNEY.
BOARD WITH SOLID % BOARD WITH SOLID
" RESIDENCE
DCROWN (TYPICAL). CROWN TYPICAL). � MARLENE LANE
RED CEDAR PERFECBON9
wr s" ExPosuRE ovER MATTITUGK, N.Y./
18"WHITE CEDAR / \/ SKIP SHEATHING.
EXTRA CLEAR SHINGLES
WITH 5-1/0EXPOSURE ` /
J�
- H ®�-'- j" �% \ 7 _ PROJECT TITLE
/ � FEE
_ --
1 � � rll NEW CONSTRUCTION
I"xG" PR PRIMED F/J FINE 1
FASCIA /9-1/211'5PRUNG CROWN - ------ — - n
—�0--0-0-0 -- I'7H.BLUESTONE CAP.
DRAWING TITLE
_ -- - �,7�7VXr �`�.Yk'x'� �ii'?`t'S:t, r.'S':�/_t;� Jx'V��� �'��V; ,ll•''T 1
EAST If WEST ELEVATION
x '<yr;e v � ;�5, �x,vr� a .x�yr Sni V, � :� I �--• �
I..I PRINT DATE SCALE
/x "y>
✓yi x' JETn: �j��yZ�! J, .•k�r.XXZ+;�+;�((,.. yp.ri'/� ' Kc; {'_ r�1 /4i = -psi
,XYs < LIVING ROOM FUR
x'x"I I Mly
v. k �? '� ? i°' I� 1991-2
a3 LL— I II - SCREEN PORCH FLR JUNE 20, 2005
- " ---i PATIO LEVEL NOV " 9 2005
18"WHITE CEDAR � � DRAWING NO.
EXTRA CLEAR 5HINGLE5 5/4"x4" MAHOGANY FRAMES
12" DIA. HBkG PERMACA5T 12" DIA. -DkG PERMACAST WITH 5-1/2" EXPOSURE /12"DIA, PERMAWITH COPPER SCREENING.
COLUMNS TUSCAN STYLE COLUMNS TUSCAN SME MABEC PRE-STAINED COLUMNS TUSCAN
ITISAVIOLATIONOFTHETYPICAU �
1 , �EPED A� 1���
VV E S T E L E V A T I O N 2
LAW FOR ANY FA LICENSED
�s --�ph� r
UNLESS ACTING UNDER THE ¢� gEaT I.Bqp r
DIRECTION OF A LICENSED 2 20 n�'�," y�� �
�� ARCHITECT,TO ALTER ANY j-
A4i
ITEM ON THIS DRAWING IN n
SCALE: /4"=1'O" ANYWAY.ANY A..THORIZED
ALTERATION MUST BE
NOTED,SEALED,AND rEf
NO.
DESCRIBED IN ACCORDANCE FNBNyO 0413
WITH THE LAW.
2 3 4 5 6 7 8 9 10 II 12 13 14 15 1G 17
I55UE5/REVISIONS
1A
Vr
t
1
M
r
•
-^ RED CEDAR PERFECTIONS
W/5" EXPOSURE OVER
SKIP SHEATHING. Vr
1�
AskP•q
•
1212
FELDMAN 202 MOULDING A.
G �'� �3
OVER DOOR 4 WINDOW
\\ r
CASING WITH LEAD COATED I"xG"PREPRIMED F/J PINE
COPPER DRIP CAP(TYPICAL) -�� FASCIA W/3-I/2"SPRUNG CROWN
\
INS" F/J PINE RAKE
�-, BOARD WITH SOLIDAl - •
CROWN (TYPICAL). 5/4"x4" MAHOGANY FRAMES
_ �J_J�LL 5 4 'I '.;•;\' v� `.�� ^�hxY\j; WITH COPPER SCREENING.
all
LI yXT A CL CEDAR y
EXT41111110
RA CLEAR SHINGLES , `"\✓v�
WITH 5-1/2"EXPOSURE24
yr v
_ MAIBEC PRE-STAINED
.� (TYPICAL). ' �/ � �".,` ;.w: � y�1- LIVING ROOM ELK r
SCREEN PORCH `LR ^ ALL RIGHT005
S RESERVED
PATIO LEVEL
OF
THESE LPLANS ARE AN INSTRUMENT 10 DIA. HB*G PERMACAST SERVICE ANDD ARE THE INFRINGEMENTS
OFF
THE ARCHITECT. INFRINGEMENTS WILL
COLUMNS TUSCAN SME • BE PROSECUTED.
NORTH ELEVATION
SCALE: I/4"=I'O" A5
,A
loo
4'TH.13LUE5TONE CAP.
•
T 1
FIELDSTONE
FACED _ � CUENT/OWNER
TO CHIMNEY.
GREGORY B. WOOD
L n' RED CEDAR PERFECTIONS ^ BASIA WOOD
W/ 5" EXPOSURE OVER
SKIPSHEAmwG. RESIDENCE
I� MARLENE LANE
T MATTITUCK, N.Y.
1-21 --, , 12 12 1 r
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I2 PROJECT TITLE
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CLEARSHINGLES
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PATIO LEVEL he�yy
ISSUE
12" DIA. HB*G PERMACAST JUNE 20, 2005 NOV — 9 2005
E)a
COLUMNS TUSCAN STYLE TYPE CBI DOOR r
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LAW aw
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A5 ALTERATION MUST BE a yp2� IL�.I
SCALE: 114"=I'0" NOTED,SEALED,AND NC`N
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WITH THE LAW, 0413
I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17
ISSUES/REVISIONS
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— EN SURE _ _ ps "- a SERVICE AND ARE THE PROPERTY OF
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E OSECUTE
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_ I
1 SECOND FLOOR LEVEL
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1- MATTITUCK, N.Y.
a p r TO BE TAPE SPACKLE R PAINT. FOUNDATION WALLS
4 STEEL POST BOXED-OUT. PROVIDE I" RIDGED WATER PROOFED r ,
I SUPPORT FOR INSULATION 15LTgEEN STUDS WITH "BLACK MAGIC"
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HAUNCH WITH (2)N5 RESAPS
SCALE: I/4"=I'd' (TYPICAL).
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NEW CONSTRUCTION
DRAWING TITLE
r
ti
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1 R
PRI NT DATE SCALE U
114"
ISSUE
JUNE 20, 2005
IT IBAVIOLATION OF THE go ANCh/T � DRAWING NO.
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P P�
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DESCRIBEDINACCORDANCE T OF�IEy1
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REF. NO.
0413
2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17
ISSUES/REVISIONS
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!PDM RUBBER MEMBRANE o �- If1 _ I•�
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SLOPED I/4"TO I'-0" _-- B&DRBgM.yam_. ROOFING ON WC PLY �.O HALLWAY - THE ARCHITECT. INFRINGEMENTS WILL
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- - -- -- - - f� , • BE PROSECUTED.
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I2 BEDROOM N4
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7
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ACCOUSTIC INSULATION BETWEEN FLOORS:1=1&
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1 1-7/8"TJI 560 @ I G"O.C.2 74 J {
x �s �� , 2"XGI.ALL M
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__ _ IS'-3' __ _
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8TH. CONCRETE \
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4'TH. CONCRETE SLAB A PLATE ANCHORED .4 ^ BASA WOOD
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WITH W.W.MESH REINFORCING N KRAFT FACED D
OVER 6 MIL POLY VAPOR BARRIER WITH I& BOLTS(2 PERSILL ND G 1 / ^TH 2
POLYETHALENE (TYP). � COLUMNS TUSCAN SME ~ RESIDENCE
TERMITE 2 x6"GCA PLATE ANCHORED V FOUNDATION WALLS
z'Tn. RAT sLABTRaWEL1EDSMOOTH WATER �' MARLENELANE
51 WITH 18"BOLTS (� PER SILL
ITH "BLACK MAGIC" r 1
WITH (2)k5 CONTINUOUS MIN) OVER ALUMINUM ^ AND EMIL ,�, MATTITUCK, N.Y.
RE-BAK5 UYP). TERMITE BARRI ER AND I. �. ^,
SILL SEALER. q 4-TH. CONCRETE SLAB 1� POLYETHALENE(iYP).
WITH W W.I E 1 w
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{� ISSUE NOV - 9 2005
JUNE 20, 2005
DRAWING NO.
1715 A VIOLATION OF THE Eo ARCy IrF
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UNLESS ACTING UNDER THE o r ��ow
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0413
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ISSUES/REVISIONS
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ALL 911 111/I ALL RIGHTSRESERVED
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m ~ THESE PLANS ARE AN INSTRUMENT OF
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SERVICE AND ARE THE PROPERTY OF
iv ry 4j
THE ARCHITECT. INFRINGEMENTS WILL
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_x
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a�T1 I s �
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/1`)/ WITH ILTH CONCRETE STAB PITH (2)#FOOTINGS �m��
WITH W W.MMIL. PO REINFORCING WITH (2J NS CONTINUOUS L—L—IJ��mmmmmm EPDM RUBBER
OVER 6MIL. POLY VAPOR BARRIER RB-BARS (TYP) EPDM RUBBER ROOFING ON r
SECTION ROOFING O BEDROOM A2 0
ac FLY SLOPED GREGORY B. WOOD
A/C PLY SLOPED r��
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'W4°PIN welN n10 wc� I MARLENE LANE
_ BETWEEN JOISTS
MATTITUCK, N.Y.
G
S
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WAINSCOTTING GUEST BEDROOM �� yr';.., xu,, U' ✓ S./
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CEILING PANELS CUT UNFINISHED BASE AENT
FINISHED BASEMENT TO FIT ON LOWER FLANGE
OF TJI CEILING JOISTS B1LCO m SECTIONS
�-- FURR OUT WALLS WITH 3'-0"x3'-0"x l'-O" DOOR b ` RANDOM FIELD M
STONE PAVING
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1 FLOOR SPIRAL STAIRS STEEL FOUNDATION WALLS ^ I/4" = I'-0"
DDDR WATERPROOFED
..—..—..—..—.._..—..—..—..—..—..—..—.....— .— .—..—..—..— — —.._.. ..
WITH BLACK MAGIC" ISSUE
r AND GMIL. JUNE 20. 2005 NOV - 9 2005
POLYETHALENE (TYP).
/ coNc.rOO I'-0° � DRAWING NO.
WITH CONCRETE SLAB J o ��— CONC.FODTING WITH
(2)#FOOTINGS r�
WITH W.W MESH REINFORCING -_ WITH (2)#5 CONTINUOUS
WITH (2)R5 RE-BARS FRED q�
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(TYPICAU. m'P). IT ISAVIOLATION OF THE �S� ��°H1
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LAW FOR ANY PERSON, c P° IMS
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SCALE I/4"=1'0" ANYWAITEM ANNA-THORIZNG N
ALT
ALTERATION
U TNORIZED
ALTERATION MUST BE CW T�2�
NOTED,SEALED,AND REF. NO.
DESCRIBED IN ACCORDANCE 04 13
WITH THE LAW.
I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17
ISSUES/REVISIONS
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12
12
EPDM RUBBER
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WI "BOLTS (2 PER 51Ll
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ALL RIGHTS RESERVED
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WITH (2J N5 CONTINUOUS THESEPLANS N
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SCALE: 1/411=110"
1A
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MASTER BEDROOM WALK-IN CLOSET 12 MARLENE LANE
Lp
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O
, CXY_ 6 I_KX_ I
ACCOUSTIC INSULATION BETWEEN FLOORS
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TERMITE BARRIER AND OF TJI CEILING JOISTS SPACKLE, t PAINT B
SILL SEALER.
FINISH EO BASEMENT b PO4 PRINT DATE SCALE
ACIDSTAIN /A" I'-O"
=
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FOUNDATON WALL5 ISSUE
CONCRETE WATER OOFED JUNE 20. 2005 NOV - 9 2005
IIIILJIII FLOOR
WITH "BI..OK MAGIC"
AND GMIL � DRAWING NO.
.._..-..-.._..-.._..-..-..-..-.._.._..-..-.._.._.._..-..-..-.._.._.._..-..-.
POLYETHALE� NE(TYP).
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WITH CONCRETE SLAB I'4'W%B'D FOOTINGS J/ LAW FOR ANY PERSON, (EP- /
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SCALE: /4"=1'0" ALTERAT EA MUST BE
NOTED,SEALED,AND 34� yO�j REF. NO.
DESCRIBED IN ACCORDANCE OF P16N� 04 13
WITH THE LAW. _
2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17
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— _ -_ m �. SERVICE AND ARE THE PROPERTY OF
m II III / / - THE ARCHITECT. INFRINGEMENTS WILL
J - - Lo WITH TAPPERED ----iL__-ft__-- / c -__
SEAT CANDLE BALUSTERS. " . BE PROSECUTED.
Ell (2)3-I/2'kl I-7/8" lili i 2.0E PAP.ALLAM PSL1 a
(2)I-9/4"x l 1-7/5' 1.9 4'-0"DIA. SPIRAL STAIRS
MICROLLAM LVL BUILT-IN BOOKCASE \♦ BY SALTER IND'S(OR EQUAL M
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RESIDENTIAL GENERAL NOTES
RIDGE ^1
I. THI5 PROJECT 15 CONSTRUCTION OF A NEW SINGLE
FAMILY RE5I DENCE, CL(55 FI ED AS R-3. 1aW
'r q q��'r 9 21
n 9 3. IS HEIGHT OF THI5 BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE RIDGE TENSION STRAP !`
2. THE
� 2'-9 3/8" � � 2'-3" 3'-0 3/8" � � 2' � L 2'-103181, � I S 21'-6'.
9 � x - � 9 - FLOOR AREA IS 2,309.5 9. FT. FIRST FLOOR
II" 103/8" II" 13" 13" II" 1,133/8" I, II" HI^ 93/8' II" II" 113/8" 11" AND THE FLOOR AREA 152,069.1 Sq.FT. SECOND FLOOR
>� �I xl .I �I TYPE pF CONSTRUCTION 15 TYPE V(B).
_ _ _
. ._ - - - - - - - 4. ALL WORK SHALL CONFORM TO THE REgUIREMEMS OF RESIDENTIAL �
d' CODE DF N.Y.5. AND THE AF R PA WOOD FRAME CONSTRUCTION
T FO N M io io Lo MANUAL 1995 SBCHIGH WIND EDITION
101 m m - O 5. ASSUMED 501L BEARING CAPACITY. 1 ,500 IbJSq.Fk RIDGE RD-/
_ _
G. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 5i 28 DAY TEST.
} w mI 2 H R C g - O 7. ALL FOOTINGS TO REST ON 1 2" BELOW VIRGIN, UNDISTURBED 501L. v v
0 N iu n °C 8. DESIGN LOAD CALCULATION ARE BASED ON: �'+�
io y L - - m D in c 'n m 1D LIVE LOAD AS PER TABLE 8301 A. RESIDENTIAL CODE OF NEW YORK STATE. OPED SEAT - r
v N DEAD LOAD: CALCULATED AS PER 8301 .3 AS PER KCNY5. JOIST HANGER.
(I O)WAWN2424 N N 2'-6 3/8"R 0 SNOW LOAD: 45 P51 GROUND SNOW LOAD(AS PER FIG. R301.2(5) RCNYS. PER WFCM 515C TABLE 2.4
SEISMIC DESIGN CATAGORY B. WOOD BEAM
PROVIDING 6 EA. 8D COMMON NAILS
2'_7 3/e" R p L m 2'- O 3/8"R.O. w 2'-8 3/8"R.O WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. RIDGE IN EACH END OF I-I/4" 20 GAGE STRAPS
N - - - - LOCATION LIVE DEAD DEFLECT LIMIT
L- FOR 120 MPH FASTEST WIND SPEED. v
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7 1V01 - - I ,tFl. 40 LB 12 U360 CROSS SECTION END VIEW "^
NI (I)WUDH2620 2n6 FI (SLEEP AREA) 30 LB. 12 0360 PON
ATTIC (NON STORGE) 20 LB. 10 U360
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9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE
#8 WOODSCBEW AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES.
(2)WJD112828 O. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REQ'D BY CODE. 11
ROUGH
OPENING 1 I. ALL EXPOSED WATER PIPING AND/0R HEATING DUCTS TO BE INSULATED.- PANEL \ 1
12. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH PREVAILING CODES
2 AND STANDARDS. 1 1
y 2 13. ALL WINDOWS TO BE THERMAL INSULATED LOW-E GL455, WITH ARGON GAS.
kr $3 3/88 x 1 2- k 12"2 1I 2 9 4" 313 5//e" - " x ? I/2 0 4. THE ARCHffEL ASSUMES NO RESPOSIBILIN FOR THE CONSTRUCTION
L MEANS, METHODS,TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR
ISI _ 1�' 1 14 2'- 0 SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. \
_ - - _ _ _ THERE ARE NO WARRANTIES. NOR ANY MERCHANTIBILITY OF FITNE55 pop
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1 r I� FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE _ �, \
PUNS. - PERTo �
o - " o / 1 5. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. -
- I'- "R.O. 3'-4 9/16"R.O I ! DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY.
I 1 1 2L _ - - - _ J r• 16. FRAMING ELEMENTS
ry 00 A. ALL FRAMING WMBER5HALL BE GRADE STAMPED DOUGLAS FIR-
_ _ w _ _ = LARCH STRUCTURAL GRADE NO.2 OR BETTER.
v o (2)W5FDT 1616 (7)W5FDT 3016 m B ALL 51-IEATVIIING TO BE APA RATE[), EXPOSURE 1, THICKNESS AS INDICATED.
m v TRANSOM - TRANSOM - C. ALL 5UB FLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE 1,
v _ _ (1)WFCIR2750
m III 3/4 MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID PROVIDE 8.8d COMMON NAILS IN EACH END OF _1/4"
- BLOCKING. GLUE AND NAIL ALL SHEETS 20 GAGE STRAP FOR LITERAL/SHEAR CONNECTION
2'-9" R 0 D. ALL HEADERS G-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE AT RAFTER WALL CONNECTION (TABLE 3.3B)WFCM-1995
N �Q L _ - - _ UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL 3 FOR 120 MPH FASTEST WIND SPEED.
BE A MIN. OF 2'2"x8"OR AS SHOWN ON DRAWING.
p E 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR l
(6)WCM3248 � ®2005
BEAMS AS PER N.Y 5. CODE ORAS NOTED Q 8'-0" O.0 MIN.. N
PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF.
ALL RIGHTS RESERVED
(2)WAWN2524 F DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS. STAIRS, ETC.) Ao
OR AS NOTED ON DRAWINGS. Mo
THESE PUNS ARE AN INSTRUMENT OF
G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OF,
SERVICE AND ARE THE PROPERTY OF
AS NOTED ON DRAWINGS. THE ARCHITECT. INFRINGEMENTS WILL
H. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED BE PROSECUTED.
GALVANIZED METAL CONNECTORS BY'51MFSON"09 APPROVED EQUAL. IV-
ALL
1. NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM.2'X6"STUDS SHALL RECEIVE 5 I Od NAI AT SILL AND PLATE
3'-6 5/8" 2'-I" �, 9-5° ALL EXTERIOR NAILS SHALL BE GALVANIZED. FLOOR r
9 J. PLYWOOD SHEATHING TO BE NAILED 5d NAILS Q 4"O.C. EXTERIOR EDGES
I" 9" 105/8" I" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 8" 8"� JOIST
-�^ �� --�' �' ��� �' r�t- � +� AND 66 NAILS Q 12"O.0 INTERMEDIATE. x r
_ _ _ _ _ _ __ _ _ _ K ALL INTERIOR AND EXTERIOR FINISHES TO BE 5ELECTED BY OWNER.
_\ L - L. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH
N a IN GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON°OR APPROVED J
_ EQUAL FOKTIMBER PILE FOUNDATIONS. PROVIDE HURRICANE CLIPS AT ALL A
PERIMETER JOISTS TO GIRDER CONNECTIONS.
- M. All PRE-ENGINEERED LUMBER SHALL BE TRUSJOI5TS JOISTS AND LVL
N PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND FIEADERS SHALL HAVE BEARING �A
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PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4"x
STIFFENERS INSTALLED AS PER MANUFACTURES RECOMMENDATIONS. WEB
20 GAGE STRAP TI ROOF NN WALL, WALL LE WALL, AND
STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS ATA
p O MINIMUM. A SINGLE 1-3/4" LVL RIM JOISTS SHALL BE REQUIRED AT FLOOR J WALL TO FOUNDATION CONNECTIONS(TABLE 3.38) /I�t
PERIMETERS. HANDLING, 5TCRAGE AND ERECTION OF COMPONENTS SHALL Q FOR 20 MPH FASTEST WIND SPEED. ■■
BE AS PER MANUFACTURES RECOMMENDATIONS. o
17. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND
I. r i� DOOR5. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN r i
ACCORDANCE WITH TABLE 1609.1 A BLDG. CODE OF NEW YORK STATE.
0 N 18 LOAD FATIS ARE INDICATED BY SECTION DRAWINGS. CLIENT/OWNER
_ 19. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF X PA WCFM-1995. _
FLOOR `Ii GREGORY B. WOOD
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PROJECT TITLE
UNE OF ROOF OVERHANG -- PON NEW CONSTRUCTION
LINE OF GARAGE BELOW
DRAWING TITLE
oftr
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SECOND FLOOR
I; ELECTRICAL R
1 V
CIA PRI NT DATE 5CALE
1/4' = I'-0"
155UE
JUNE 20. 2005 NOV — 9 2005
DRAWING NO.
SECOND FLOOR ELECTRICAL PLAN EDARc
ITISAVIOLATIONOFTHE ���y��PTI Flo,
LAWFORANYPERSON, ,�e A
UNLESS ACTING UNDER THE r ,
A3DIRECTION OF ALICCNSED �? _
/4"= ARCHITECT,
SCALE: I'0" TO ALTER ANY t i } * J�
ITEM ON THIS DRAWING IN r * I; 1
ANYWAY ANYA,JTHORIZED ,V''j',,;'/
ALTERATION MUST BE
NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE REF. NO.
WITH THE LAW. 0413