HomeMy WebLinkAbout29783-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-30704 Date: 01/21/05
THIS CERTIFIES that the building ADDITION & ALTERATION
Location of Property: 125 HILL TOP PATH SOUTHOLD
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No_ 473889 Section 54 Block 1 Lot 20
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated OCTOBER 3, 2003 pursuant to which
Building Permit No. 29783-Z dated OCTOBER 6, 2003
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 ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED
FOR & AS PER CONDITIONS OF ZBA #5318.
The certificate is issued to ROBERT H & PATRICIA HOVEY
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2027105 01/10/05
PLUMBERS CERTIFICATION DATED 01/10/05 MIKE JACOBI PLUMBING.
Authorized Signature
Rev. 1/81
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. 29783 Z Date OCTOBER 6, 2003
Permission is hereby granted to:
ROBERT H HOVEY
59 DAYTON CRESCENT
BERNARDSVILLE,NJ 07924
for :
AnnTTTnm9 AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR PER ZBA #5318
at premises located at 125 HILL TOP PATH SOUTHOLD
County Tax Map No. 473889 Section 054 Block 0001 Lot No. 020
pursuant to application dated OCTOBER 3, 2003 and approved by the
Building Inspector to expire on APF
Fee $ 219.00
ORIGINAL
Rev. 5/8/02
NOV 18 '04 03:t:_Q`M 5uu1rk&-u nu"-"'----
iwin No. 6
TOWN OF SOUTHOLD
]BUILDING AEPARTMMN'T
TOWN HALL
765.1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
Thin 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: to lines, streets, and unusual natural or
1. final survey of property with accurate location of all buildings , p' pertY
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 fonts).
3. Approval of electrical installation fiom Board of Fire Undetwritersstern contains less than 2110 of 1 % lead.
4. Swom statement from plumber certifying that the solder used in system
5. Commercial building, industrial building, multipe residencesfor the building.uildings and instal)ations, a certificate
of Code Compliance from architect or engd-neer
G. Submit Plamiing Board Approval of completed site plan requirements.
B. 1?cr existing buildings (prior to April 9,1957) non -conforming uses, or buildings and 111pre-existing" land uses:
1. Accurate survey of property showing all property. lines, streets, building and wnusual natural or topographic
features.Occupancyis
2. A properly completed application and cons
inspect dtefBnor in i� applthe icant. of
denied, the Building Inspector shall state
C. Fees
elling S25 .00,
1. Certificate of Occupancy - New dwelling $25 �AdAdditions to accessory building $25 00, Huameases SS0 00.
Swimming pool $25.00, Accessory building $25-00,
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - 5.25
4. Updated Certificate of Occupancy - $50.00
;. Terr�norary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction:Old or prc.-existing Building: (check one)
_
"" � I a us nlpt
Location of Property: d`� - Street
House No.
11
Owner or Owners of Property: 00'-WSu ffulk County Tax Map
No 1000, Section D `�_ �-- Block — C�� _Lot
Lot
Filed MW
Subdivision _ --� �L
a$ Z _ Date of permit. �O O Applicant: ��►� b- —
Permit No. O CG22JJ v�`�-
health Dept. Approval:
Underwriters Approval:
Pltmning 13oard Approval: / check one)
Request for: Temporary
Certificate Final Certificate: ✓ (
Fee Submitted: 5
Applicant Signature
hzo-c,.G -� s g!
cam 3o?oy
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
PAUL R. BURNS
P.O. BOX 1061
SOUTHOLD, NY 11971-0932,
Located at 125 HILLTOP PATH SOUTHOLD, NY 11971
Application Number: 2027105
Section: Block:
Lot:
ROBERT + PATRICIA HOVEY
125 HILLTOP PATH
SOUTHOLD, NY 11971
Certificate Number: 2027105
Building Permit:
BDC: nsl1
Described as a occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
First Floor, Second Floor, Outside,
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 loth Day of January, 2005.
Name OTY Rate Rating Circuit; Type
Alarm and Emergency Equipment
Sensor 2 '0 Smoke
Sensor 1 0 Carbon Monoxide
Appliances and Accessories
Exhaust Fan 1 0 F.H.P.
Panels
1 60 10
Wiring and Devices
Outlet
21 0
Fixture
18 0
Fixture
3 0
Outlet
31 0
Receptacle
19 0
Switch
15 0
Receptacle
1 0
Receptacle
1 0
Dimmers
3 0
Receptacle
2 0
20 amp
30 amp
1 of 1
Fixture
Incandescent
Flourescent
General Purpose
General Purpose
General Purpose
Laundry
Dryer
GFCI
seal
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
ToWn Hall, 53095 Main Road
P. O. Box 1179
Southold, New York 11971
N
0
Pax (516) 169-11823
Telephone (516) 765-1802
OFFICE OF THE 8UILbING INSPFECTOn
TOWN OF SOUTHOLb
C 9 R T I F I C A T I 0 N
I)Aft i l 0 U
tuilding Permit No, � 9
owner:
(please print)
Plumber: ����� �� �G<<C) I`
(please print)
i certify that the solder used in the water supply bygtem
contains less than 2/10 of it lead.
Sworn to before me this
D day of
Notary Publics County
U
LINDA J CQQf'EF3
NOTARY PUBLIGI State of New Yo,
NO --=048221W, Suffolk Copty
Torm Exp m t tuber .t,
TOWN OF SOUTHOLD PROPERTY RECORD CARD yid
OWNER
STREET k
VILLAGE
DISTRICT
SUB.
LOT
6 Won, ff /x -
FORMER OWNER
N
/ 1)
EACREAGE1
S
ev� W-ou
TYPE OF BUILDING
ZES
SEAS.
VL.
tFARM
COMM.
IND.
CB.
misc.
LAND
IMP.
TOTAL
DATE
REMARKS
60
1946
a All i
V104
1110AI—L 12 o3
< aev)
;&4e ts,; yl- ib
v.s o L/)
AGE
BUILDING CONDITION
NEW
NORMAL
BELOW
ABOVE
Form
Acre
Value Per Acre
'Value
-illable I
-illable 2
-illable, 3
Vcadland
wampland
;rushland
louse Plot
oto I
4e .
D
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: October 25, 2002
AMENDED: January 22, 2003
AMENDED: June 25, 2003
TO: Robert and Patricia Hovey
125 Hilltop Path
Southold, NY 11971
Please take notice that your application dated October 25, 2002
For permit to construct additions and alterations to an existing single family dwelling and build an
accessory carport at
Location of property 125 Hilltop Path, Southold, NY
County Tax Map No. 1000 -Section 54 Block 1 Lot 20
Is returned herewith and disapproved on the following grounds:
The proposed additions and alterations on this non-conforming_15,682 square foot parcel with two
front yards in the Residential R-40 District are not permitted pursuant to Article XXVI, Section 100-
244 which states that non -conforming lots measuring less than 20,000 square feet in total size, require
a minimum frontyard setback of 35 feet. Plans note a proposed setback of 33.7 feet on one street and
28.3 from another.
In addition the proposed accessory carport is not permitted pursuant to Article IIIA Section 100-
30A.4, which states;
"Accessory buildings and structures or other accessory uses shall be subject to the same
requirements as 100-33 of the Agricultural Conservation District," which states;
"In the Agricultural -Conservation District and Low -Density Residential R-80, R-120, R-200,
and R-400 Districts accessory buildings and structures or other accessory uses shall be located
in the required rear yard."
The proposed accessory carport is noted as being located in the side yard.
Total lot coverage including all existing, will be 13 percent.
This Notice of Disapproval was amended on January 22, 2003, to reflect a new survey submitted
by the applicant This Notice of Disapproval was further amended on June 25, 2003, after the
applicant decided to remove a proposed in -ground swimming pool from the plan, as well as
remove an existing "as built" shed from the property.
Au o 'ze ature
Note to Applicant: Any change or deviation to the above referenced application, may require
further review by the Southold Town Building Department.
CC: file, Z.B.A.
John C. Ehlers Land Surveyor
6 East Main Street, Riverhead, NY 11901
(631)369-8288 Phone
(631)369-8287 Fax
March 14, 2001
Mr. & Mrs. Hovey
125 Hilltop Path
Southold, NY 11972
Dear Mr. & Mrs. Hovey,
After a careful study of the NFIP map of your property known as SCTM# 1000-541-20, located on
Hilltop Path in -Southold, I find that the Flood Zone AE at elevation 11, set forth by the Federal
Emergency Management Agency has no impact on your current residence. In addition, all proposed
actions would occur within Flood Zone X.
Should you require further information, please do not hesitate to contact this office.
Sincerely,
John C. Ehlers
Land Surveyor
�o
��� WI N D
4r .x
APPEA'S BOARD MEMBERS
Lydia A. Tortora, Chairwoman
Gerard P. Goehringer
George Horning
\� Ruth D. Oliva
A Vincent Orlando
Southold Town Hall
53095 Main Road
P.O. Box 1179
Southold, New York 11971-0959
ZBA Fax (631) 765-9064
Telephone (631) 765-1809
http://southoldtown.northfork.net
BOARD OF APPEALS
<
LFINDINGS,
TOWN OF SOUTHOLD
DELIBERATIONS AND DETERMINATION
MEETING OF AUGUST 7, 2003
BLDG. DEP H
To obert and Patricia Hovev
Property Location: 125 Hilltop Path, Southold; Parcel 1000-54-1-20.
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 applicants' property is an 15,682 sq. ft. parcel
with frontage along Hilltop Path, a 20' wide right-of-way, which extends off the easterly
side of Horton's Lane in Southold. The property is improved with a one-story frame
house as shown on the survey prepared 11-16-2000 by John C. Ehlers, L.S.
BASIS OF APPLICATION: Building Department's January 22, 2003 Notice of
Disapproval, amended June 25, 2003, citing Sections 100-244, 100-30A.4, and 100-33,
in its denial of a building permit to construct 635+- sq. ft. of additions to existing dwelling
at less than 35 feet from the front lot line, and to locate an accessory carport in a yard
other than the Code required rear yard. The pool which was proposed in the original
building permit application to the Building Department and addressed in the January 22,
2003 Notice of Disapproval, was not included in applicants' appeal for variances.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on July 24, 2003,
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: Applicant wishes to construct additions as
shown on the survey map dated 11-16-2000, amended 01-15-2003, prepared by John
C. Ehlers, L.S. and shown on the site plan prepared for the applicants dated 6-21-2003,
with a ZBA date stamped of June 26, 2003. The additions are shown at the south and
east sides of the existing dwelling, with a setback proposed of 34'3" at its closest point to
the southwest (front) property line, and of 282" at its closest point to the southeast
(front) property line. The height from the existing grade is proposed at 2TY to the top
(ridge) as shown on the 6-21-2003 east elevation sketch, and for additional roof line
details are shown on similar sketches prepared 6-11-03 (west elevation), 6-21-03 (east
and south elevations),. 6-25-03 (north elevation).
Page 2 — August 7, 2003
Appt. No. 5318 — Robert and Patricia Hovey
54-1-20 at Southold
Also requested is a proposed 18'x24' accessory carport in the yard northwest of the
existing dwelling. The carport is proposed at 9.4' from the closest property line
(northwest), and at least 60 feet from the front lot line.
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 relief requested will not produce an undesirable change in the character
of the neighborhood or a detriment to nearby properties. Hilltop Path is a right-of-way
that serves as the applicant's driveway, and is a grassy, lawn buffer between the
property and adjacent wooded lots. Hilltop Path provides access not only to this lot but
to two other parcels, CTM 54-1-21 of similar size, and CTM 54-1-16 consisting of 3.5+ -
acres. The 3.5+- nearby parcel may also be accessed from Sunset Path, another
adjacent private right-of-way, which combines with Hilltop Path, as access for the
surrounding neighborhood directly to North Sea Drive, a town street. The opposite side
of the premises has a steep slope which limits the options to build. The adjacent
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 available area to build is very
limited, due to the present location of the home (for more than 40 years), steep slope of
the land, and the fact that the property has two front yards, both adjacent to Hilltop Path,
a private 20 -ft. wide private right-of-way.
3. A) The relief granted is not substantial. The code requirement is 35 feet, and the
applicants' request is for a reduction of a small section at the southeast corner section of
the addition, for a 7 ft. setback reduction; a small section at the southwest corner of the
addition will be for a setback reduction of 9 inches.
B) The relief granted with respect to the location of the carport is not substantial.
The location requested will give the appearance of a carport addition at the north side of
the house. The applicant will also be removing the as -built shed.
4. The difficulty was self-created when a carport and additions were designed without
conformity to the current Town Code requirements.
5. There is no evidence that the grant of the variances will have an adverse effect or
impact on physical or environmental conditions in the neighborhood or district. The
applicants will retain all excavated soil on the site and re -grade the landscape for the
new construction area to prevent erosion, containing all runoff within the property
boundaries.
Page 3 — August 7, 2003
Appt. No. 5318 — Robert and Patricia Hovey
54-1-20 at Southold
6. Grant of the variances are the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a detached carport and additions to the 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 267-13, motion was offered by Member
Goehringer, seconded by Member Oliva, and duly carried, to
GRANT the variances as applied for, and as shown on the survey map dated 11-
16-2000, amended 01-15-2003, prepared by John C. Ehlers, L.S. and shown on
the site plan prepared for the applicants dated 6-21-2003, with a ZBA date
stamped of June 26, 2003, and 6-21-2003 east elevation sketch, 6-11-03 (west
elevation), 6-21-03 (east and south elevations), 6-25-03 (north elevation).
sketches.
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 C9de, other than such uses, setbacks and other
features as are expressly addressed in this action,/
Vote of the Board: Ayes: Members Tort a ( ai o an), oe nger, Orlando, and
Oliva. (Absent was Member Horning.) T is R of n as my opted (4-0).
Vi cen OrIaMb, Chairman Pro Tem 9/4/03
Approved for Filing
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: IO /x/03
APPLICANT`: �,�� �,�, DATE SUBMITTED: _LC> /__�,/03
SCTM# DISTRICT: 1,000, SECTION: 5, , BLOCK: _�_, LOT: o?o SUBDIVISION: N,*
I
ADDRESS: t2IILT�p 2njCITY:' � �Io� ZONING DISTRICT: CONFORMING?
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N
BP _ -Z / C/0 Z-_, INFO / BP -Z / C/0 Z- , INFO
BP -Z / C/0 Z- , INFO / BP -Z / C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION -REQUIRED Ao NOTES:
LATS 40,000SF -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZED LATS FROM JAN.1997 100-25. Merger.(A nonconforming at any time after 7/1/83;
REQ. LOT SIZE: ACT. LOT SIZE: 15(a9 REQ. LOT COV. c�6% ACT. LOT COV. < 20� /
REQ. FRONT/,� 3 5 PROP. FRONT ,--�y J2_X REQ SIDE L(�j_ ACT. SIDE 1.0
REQ. REAR ,_fir I PROP. REAR -t5o,/ REQ. HEIGHT PROP. HEIGHT
rallul3mwo"mDj_�To-.�I' I�1 130
�—
ESTIMATED PROJECT COST ARCHITEC �� .A
WATER FRONT? - & DESCRIPTION:
APPROVALS REQUIRED
PANEL #
FLOOD ZONE: A,6 It
A -c.1- coti<T 11v x
SUFFOLK COUNTY HEALTH DMT: YES oQrO #): DTE: _/_/_ PERMIT #:
TOWN SEPTIC RECEIPT: Y or
NEW YORK STATE DEC: PRE -DEC 9/1/75 YES or
SOUTHOLD TOWN TRUSTEES: YES oz
TOWN ZONING BOARD APPROV
TOWN PLAN. BOARD APPROVAL: YES oi4
TOWN HISTORICAL PRE (SPLIA): YES or
DTE: // PERMIT #:
DTE _/_/_ PERMIT #:
DTE: ZE /7 / 3 PERMIT #: 531 S
DTE / / PERMIT #:
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): or NO
-j "O i Col o
NOTES
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: 746 SF
SECOND FLOOR: syr SF
OTHER: SF INIT OTHER TOTAL
TOTAL: L080 SF FEE FEE FEE
1. (—� SF)- ➢fo SF)= Sv SF X $ - ?0 =$ +$ +$ = $
2.( SF)- ( SF)= SFX $ _$ +$ +$ = $
3.( SF)- (SF)= SF X $ -=$-+$-+$- _ $
FINAL TOTAL: $ 02�':ck
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DES GN CRITERIA:
Ground Snow Load: 45 / :ind Speed: 120MPH Seismic Design Category: B
Weathering: Severe Frost Depth: 36" / Termite: M -H Decay: S -M
Design Temp: 11 Ice Shield Underlay: YES Flood Hazards:
M
USE/OCCUPANCY CLASSIFICATION: Q-3
HEIGHT/FIRE AREA: SGX 6"
TYPE OF CONSTRUCTION: LxYF
DESIGN CRITERIA: ENGINEERED SCRIl'T WKpv,
FULL FRAMING DESIGN ELEMENTS: 0/N
HEADERS: Y/N WALL. STUDS: Y/N GIRDERS: Y/N
CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N
LUMBER SPECIES AND GRADE-ZV/N
DESIGN LOAD CALCULATIONS ON
LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS:()/N
EGRESS 5.7 S.FA)/N
LIGHT 8%: 'WIN
VENT 4%:(D/N
NAILING/CONSTRUCTION SCHEDULE:Z)/N
MEANS OF EGRESS:49N
PLUMBING RISER DIAGRAM: &/N
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALCS:-�/N
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
OF1 t
APPROVED AS NOTED
DATE: 3 B.P. #?- I W
o`
FEE: BY:
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH • FRAMING & PLUMBING
3. INSULATION
4. FINAL • CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
DO NOT PROCEED WITH
FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION
HAS BEEN APPROVED.
RIFICATE
REQUIRED
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
& 3 SOUTHOLD TOWN ZBA
_ SOUTHOLD TOWN PLANNING BOARD
Al 1A SOUTHOLD TOWN TRUSTEES
N.Y.S. DEC
ALL CONSTRUCTION SHALL
MEET THE REQUIREMENTS OF THE
CODES OF NEW YORK STATE.
FLOOD ZONE `"/a
COMPLY WITH CHAPTER "46"
FLOOD -DAMAGE PREVENTION
SOUTHOLD TOWN CODE.
CERTIFICATION OF
NAILING & CONNECTIONS
REQUIRED.
PLUMBER CERTIFICATION
ON LEAD CONTENT BEFORE
CERTIFICATE OF OCCUPANCY
SOLDER USED IN WATER
SUPPLY SYSTEM CANNOT
EXCEED 2/10 OF 1 % LEAD.
PLUMBING
ALL PLUMBING WASTE
& WATER LINES NEED
TESTING BEFORE COVERING
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
RES check Software Version 3.5 Release 1 a
Data filename: C:\Program Files\Check\REScheck\HOVEY.rck
TITLE: HOVEY ADDITION
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached 1 or 2 Family
HEATING TYPE: Non -Electric
DATE: 09/25/03
DATE OF PLANS: JULY 212003
PROJECT INFORMATION:
HOVEY ADDITION
COMPANY INFORMATION:
ENVIRONMENT EAST INC.
COMPLIANCE: Passes
Maximum UA = 182
Your Home UA = 182
0.0% Better Than Code (UA)
COMPLIANCE STATEMENT: 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 meet the
Gross
Glazing
Area or
Cavity
Cont. or Door
Perimeter
R -Value
R -Value U -Factor
UA
Window 13 copy 1: Vinyl Frame:Double Pane with Low -E
11
0.330
4
Window 8 copy 4: Vinyl Frame:Double Pane with Low -E
23
0.330
8
Window 8 copy 3: Vinyl Frame:Double Pane with Low -E
23
0.330
8
Window 8 copy 2: Vinyl Frame:Double Pane with Low -E
23
0.330
8
Window 8 copy 1: Vinyl Frame:Double Pane with Low -E
23
0.330
8
Window 15: Vinyl Frame:Double Pane with Low -E
23
0.330
8
Window 16: Vinyl Frame:Double Pane with Low -E
77
0.330
25
Window 8: Vinyl Frame:Double Pane with Low -E
23
0.330
8
Window 13: Vinyl Frame:Double Pane with Low -E
11
0.330
4
Door 1:.Glass
20
0.330
7
Ceiling 2: Cathedral Ceiling (no attic)
491
30.0
0.0
17
Wall 1: Wood Frame, 16" o.c.
324
30.0
0.0
11
Wall 2: Wood Frame, 16" o.c.
540
15.0
0.0
33
Wall 3: Wood Frame, 16" o.c.
180
15.0
0.0
12
Wall 4: Wood Frame, 16" o.c.
60
15.0
0.0
3
Floor 1: All -Wood Joist/Truss:Over Unconditioned Space
540
30.0
0.0
18
COMPLIANCE STATEMENT: 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 meet the
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-7116
To: Town of Southold
Re: Insulation Inspection
Robert Hovey
125 Hilltop Path
Southold, NY 11791
Permit# 297832
To Whom It May Concern:
An Insulation Inspection was preformed at the above mentioned property, all insulation
was installed as per Plan and meets all State and local Building Codes. Any questions
please feel free to call.
R
Sincerely
Jaine4 Deerl
E.
WARREN A. SAMBACH, SR.
CONSULTING ENGINEERS • PLANNERS
7675 COX LANE • P.O. BOX 1033
CUTCHOGUE, NY 11935
6 3 1 -163OU34-7492
July 15 2004
Building Department
Town of Southold
P.O. Bo:: 1170
Southold NY 11971
t
/g4A
File No: 514%
Re: 125 HillTop Path
Southold NY 11971
SCTM 1000-0054-0001-020
To Whom it May Concern:
Site inspection reveals the strapping,has been installed
according to the New York Stst` Buildixig Code and tbu
Town of Southold.
Respectfully submitted.,
Warren A. Sambach Sr. P.E.
was:s
cc: EE
M
`76 S— '� So --�
�nejor�:h9 4 Tadt
cr��
Environment East, Inc.
2885 Indian Neck Lane
P.O. Box 197
Peconic, New York 11958-0197
631-734-7474
/
Fax: 631-734-5812
Pe 3 d �0 A -c
P -e /L 0 u x-, /2 L/ /cam
6D�-,pot-�C— c�1 , F h � rw%
I ? L' -C'
John C. Ehlers Land Surveyor
6 East Main Street, Riverhead, NY 11901
(631)369-8288 Phone
(631)369-8287 Fax
March 14, 2001
Mr. & Mrs. Hovey
125 Hilltop Path
Southold, NY 11972
Dear Mr. & Mrs. Hovey,
After a careful study of the NFIP map of your property known as SCTM# 1000-541-20, located on
Hilltop Path in -Southold, I find that the Flood Zone AE at elevation 11, set forth by the Federal
Emergency Management Agency has no impact on your current residence. In addition, all proposed
actions would occur within Flood Zone X.
Should you require further information, please do not hesitate to contact this office.
Sincerely,
John C. Ehlers
Land Surveyor
j
f�00
022 �
0
LAND `'
I
ENERGY CODE CALCULATIONS
Detached One and Two Family
(For Non -Electric Heat)
For: NOV L I.
2. LV
CHAPTER.5 SECTION 501
Design Criteria 5750 Degree Days
Zone 11B
Per:
Li�,wv...i.r '�eS
Dazed & y
SUBSYSTEM
AREA
DESIGN
"U"
CODE
"U"
DESIGN
UA
CODE
UA
Exterior Walls
9 3 /
D. z 77
0.14
y/ B , 8 (G
i,3 0 J y
Ceiling Roof
s 3G
0-(23
0.031
/ 6 •
/G , 6 L
Floor Over Unheated Space
�,l
D , U l
0.05
Heated Slab On Grade
6.5
Unheated Slab On Grade
4.5
Basement Wall
130
0•%
0.1
� a, G `�
� �. o J
Crawl Space Wall
0.06
NOTES: 1/ 71.7q___ 1/ q 1 '-7 �O
Construction shall comply with 502. 1.1 moisture control and 502.1.4 air leakage
Building Envelope Systems to meet requirements of Section 501
The mechanical systems and equipment including:
HVAC Equipment, HVAC Systems, Duct Systems, Ventilation Systems and Insulation of Piping Systems to meet
requirements of Section 503
Service Water Heating Systems & Equipment to meet requirements of Section 504
Electrical & Lighting Systems & Equipment to meet requirements of Section 505
To the best of my knowledge,
belief, & professional judgement,
these plans are in compliance
with 1the code.
=973
M-1802
BUILDING DEPT.
INSPECTION
[ FOUNDATION 1ST [ ]ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS: _ % C
DATE 1,(11V1,03 INSPECTOR
suu.uINa DEPT.
INSPECTION
[ ] FOUNDATION IST
[ °'] FOUNDATION 2ND
[ ] FRAMING
[ ] FIREPLACE A CHIMNEY
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
DATE l Q� IN
2"1-793 F--
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST
[ ] FQUNDATION 2ND
FRAMING
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:-'°'L�y C'°S K5 Slooa+N
Lock
A w wmckt v� D-b4lp Lv L
e �
DATE °`F INSPECTOR
c--',-?1?3 -?7-
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST
[ ]FOUNDATION 2ND
[ <-FRAMING
[]'ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
f-
DATE 9� � INSPECTOR
,7_%78`3- Z 765.1802
BUILDING DEPT.
INSPECTION
[ ]FOUNDATION IST [ ]ROUGH PLBG.
[ ]FOUNDATION 2ND [ ]INSULATION
[ ]FRAMING FINAL
[ ]
FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
DATE /O2 °2 � O / -INSPECTOR/"i
INSPECTION
[ ]FOUNDATION IST [ ]ROUGH PLBG.
[ ]FOUNDATION 2ND [ ]INSULATION
[ ]FRAMING FINAL
[ ]FIREPLACE 8 CHIMNEY [ ]FIRE SAFETY INSPECTION
REMARKS:
DATE �°2 - (� �� INSPECTOR' - /�
65.,802
BUILDING DEPT.
INSPECTION
[ ]FOUNDATION IST [ ]ROUGH PLBG.
[ ]FOUNDATION 2ND [ ]INSULATION
[ ]FRAMING FINAL
[ ]FIREPLACE 8 CHIMNEY [ ]FIRE SAFETY INSPECTION
REMARKS:
DATE �°2 - (� �� INSPECTOR' - /�
OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
UILDING DEPARTMENT Do you have or need the following, before applying ?
OWN HALL Board of Health
DUTHOLD, NY 11971 3 sets of Building Plans
EL: 765-1.802 %q _ Survey
PERMIT NO. v ` Check
Septic Form
N.Y.S.D.E.C.
:amined "0 S , 20 -3 Contact: Ti4te2�
)proved / 01'6 , 20 3 Mail to:
sapproved a/c
Phone:
it ng Inspector
APPLI TION FOR BUILDING PERMIT
Date Vl. 3 ( , 200 3
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
is of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
-as, 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
all 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 a Certificate of Occupancy
issued by the Building Inspector.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
tilding Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
-gulations, for the construction.of buildings, additions, or alterations or for removal or demolition as herein described. The
)licant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
horized inspectors on premises and in building for necessary inspections.
E:�V(fZONMENT QST INQ
(Signature of applicant or name, if a corporation)
Q Rox I I, 1._. FECONtC- Ny 14.5$
(Mailing address of applicant)
;te whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
me of owner of premises c Dg I {p V Ey
(as on the tax roll or latest deed)
ppliccaant is a corporation, signature of duly authorized officer
rt'O Qy Ka
(Name and title of corporate officer)
lders License No. 1± ( j 5� („
mbers License No.
-ctricians License No.
ier Trade's License No.
Location of land on which proposed work will be done:
I Lt -1-0
House Number Street
County Tax Map No. 1000 Section 54- Block
Subdivision Filed Map No
(Name)
Hamlet "`w""` a
IN�t�INi0ld�tt,aitdu4 rstai!
�� di?�30Q1U .oft
Vsminvl rn*ad
Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing`use and occupancy 3 8EDRm S►n1GCf—r f=AmIU`I Rss(br--MCF.f `
0
b. Intended use and occupancy, 3 8EDRRm S ING t,E f=-AjY uj
e Rri t .
Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost A /'p oa o T Fee
(Description)
(to be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor t.J
If garage, number of cars _Ilt
6. If business; commercial or mixed occupancy, specify nature and extent of each type of use. 111-4•
► ! i
7. Dimensions of existing structures, if any: Front Rear 24, l Depth !Z • 3
Height 2 3'-D" Number of Stories 2
Dimensions of same structure with alterations or additions: Front 42 _D Rear
Depth 3b O `( Height 231, lC) Number of Stories 2
i- << , <<
8. Dimensions o entire new construction: Front l G Rear 1 -G Depth 30-0
Height 23�� Number of Stories 12-
9.
9. Size of lot: Front 14'l •V Rear 15491 Depth 1493'(0(,
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R - 4D.
12. Does proposed construction violate any zoning law, ordinance or regulation: ZBA Aeproya- 4 -
bac
13. Will lot be re -graded �!j F'S Will excess fill be removed from premises: YESNO
?Alr.,�, 80.5 f-o_iSOS Soun-ou:>
14. Names of Owner of premises 1+0.4 Address i 2$ (+i u, -t -a P P Phone No. 7 (p S
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15. Is this property within 100 feet of a tidal wetland? *YES NO ✓
• IF YES, SOUTHOLD TOWN TRUSTEES 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__,U �Fb tLK•
%3r00T-E1'kB0KG4 being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the fie'gk1. C.Dt-3-CR rA�R
(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.
Swornto before�me thi,k a / 20
N Public
9MLIMlIN
NO OlIJM 3111111a III
ApplicantSignature of
IN. .
? "{Nb52..o;?C�!w+�#::�dA� '•..1�d 4�'i}yy�'�xM.RdYY.Y7�VAl�Y(
5URVEY OF PROPERTY
SITUATE: 5OUTHOLD
j TOM SOUTHOLD
5UFFOLK COUNTY, NY
SURVEYED II -16-2000
SUFFOLK COUNTY TAX #
1000-54-1-20
CERTIFIED TO:
ROBERT HOVEY
PATRIGIA REILLY HOVEY
COMMONWEALTH LAND TITLE IN5URANCE CO.
NOTES:
■
•
og-�����
63
o� D�"
7
o`
N
Ss9�
3 %S
1
o S
11
w /
b'
h '
�I60,0
IVB
Ilk
0(► / X35 � �
0
i
T
�-DO,
✓/ Op
D
40
of NES,
i
MONUMENT FOUND «Fe.
:
PIPE FOUND r�0�OQ a
LAND `� «eT �f =." f�a-
_
AREA = 15,438 5F OR 0.35 AGRE5 JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S. LIC. NO. 50202
6RAPH I G SCALE 1 = 20
RIVERHEAD, N.Y. 11901
IMPROVEMENTS IN R.O.W.'S NOT LOCATED OR SHOWN HEREON 369-8288 Fax 369-8287 REF.—\�Ip server\d\PROS\20-289.pro
j SURVEY OF PRS. PERTY
51TUA-M-: SOUTHOLD
TONN: SOUTHOLD
SUFFOLK GOUNTY, NY
SURVEYED II -16-2000
PROPOSED ADDITION 0I-15-03
i SUFFOLK COUNTY TAX #
1000-54-1-20
CERTIFIED TO:
ROBERT HOVEY
PATRICIA REILLY HOVEY
i GOMMONWEALTH LAND TITLE IN50RANGE CO.
X41 o0 'KA
N
s9`bs, oN <op
slot.
O O
O 'P
.�'O� O S
�obr
o V6
60'
t0�
ec09
o"\ate 1
P ,
O 4�l
so
>
T�14t9 O yN
Qom,
1 J ''iv/ ��
ENS
Su E
NOTES:
• MONUMENT FOUND
PIPE FOUND
50202
SAND',s....m,.
AREA = 15,435 SF OR 0.35 AGRE5 ' JOHN C. E S LAND SURVEYOR
6 EAST MAIN STREET N.Y.S. LIC. NO. 50202
6RAPHIG 56ALE 1"= 20' RIVERHEAD, N.Y. 11901
IMPROVEMENTS IN R.O.K'S NOT LOCATED OR SHOWN HEREON 369-8288 Fax 369-8287 REF.—\\Hp serer\d\PROS\2.0-289.pro
6.
PROJECT NAME : HOVEY RESIDENCE
PROJECT LOCATION: 125 HILLTOP PATH SOUTHOLD
EXPOSURE & UPLIFT CATAGORY IS "C" -
1.
USE & OCCUPANCY: SINGLE FAMILY DETACHED
2.
HEIGHT OF NEW CONSTRUCTION: 22'-6"
8.1
SQ. FT. OF NEW CONSTRUCTION: 1080 SQ.FT.
3.
TYPE OF CONSTRUCTION: WOOD FRAME / MASONRY
4.
DESIGN CRITERIA - PRESCRIPTIVE DESIGN AS PER
FLOOR
AF&PA WOOD FRAME CONSTRUCTION MANUAL
5.
FRAMING ELEMENTS AS SPECIFIED ON PLANS
LUMBER SPECIES:
12. LOCATIONS OF FIRE ALARMS ARE NOTED ON
#2 OR BETTER DOUGLAS FIR FOR FRAMING MEMBERS
13. TRUSS CERTIFICATIONS ARE ATTACHED
IF REQUIRED.
#1 S. YELLOW PINE (ACQ) IN CONTACT W/ GRADE
BY "RE H ARE - TTA D
1/2" CDX PLYWD. ROOF & WALL SHEATHING
CALCULATIONS ARE BASED ON INFORMATION CONTAINED
3/4" CDX PLYWD. SUBFLOOR
WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO
SIDING AS SPECIFIED ON PLANS
i me,' ALL, Dime-�5SiONS' �P�CI F�c�F'tio
DECKING AS SPECIFIED ON PLANS
6.
DESIGN LOAD CALCULATIONS
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
(IN POUNDS PER SQUARE FT.)
EXTERIOR BALCONIES 60
DECKS 40
ATTICS WITHOUT STORAGE 10
ATTICS WITH STORAGE 20
ROOMS (OTHER THAN SLEEPING ROOMS) 40
SLEEPING ROOMS 30
STAIRS 40
GUARDRAILS & HANDRAILS 200
CRITERIA FOR CALCULATION OF DEAD LOAD WILL BE
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO
A.I.A. ARCHITECTURAL GRAPHIC STANDARDS.
SNOW LOAD IS CALCULATED AS 30 LBS PER SQ. FT.
SEISMIC CONSIDERATIONS:
THIS STRUCTURE WILL CONFORM TO CODE SECTION
R301.2.2.3 IN THAT ANCHORED STONE AND MASONRY
VENEER SHALL BE LIMITED TO THE FIRST STORY &
NOT EXCEED 5" IN THICKNESS.
THIS STRUCTURE WILL CONFORM TO CODE SECTION
R301.2.2.4 IN THAT AVERAGE DEAD LOADS WILL NOT
EXCEED 15 PSF ROOFS & CEILINGS
10 PSF FLOORS
15 PSF WOOD FRAME WALLS
THIS DWELLING IS LOCATED IN DESIGN CATAGORY'C'
SO IS EXCEMPT FROM FURTHER REQUIREMENTS OF
THE SEISMIC CODE.
6.
CONTINUED FROM PREVIOUS PAGE...
EXPOSURE & UPLIFT CATAGORY IS "C" -
URBAN AND SUBURBAN AREAS.
7.
SEE ATTACHED WINDOW & DOOR SCHEDULE
8.1
LOAD PATHS FROM ROOF TO FOUNDATION
ROOF
WILL BE AS DESCRIBED ON SECTION.
9.
NAILING SCHEDULE:
FLOOR
JOIST TO SILL OR GIRDER - 3 -813
TOP PLATE TO STUD 2 -16D
BUILT UP HEADERS 16D a@ 16" O.C. EA. SIDE
12. LOCATIONS OF FIRE ALARMS ARE NOTED ON
CELL. JOISTS TO PLATE 3-813
13. TRUSS CERTIFICATIONS ARE ATTACHED
IF REQUIRED.
HEADER TO STUD 4-813
BY "RE H ARE - TTA D
CEIL. JOISTS TO RAFTERS 3-10D
CALCULATIONS ARE BASED ON INFORMATION CONTAINED
RAFTER TO PLATE 2 -16D
WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO
ROOF RAFTERS TO RIDGE, VALLEY OR
i me,' ALL, Dime-�5SiONS' �P�CI F�c�F'tio
HIP RAFTERS 4 -16D
COLLAR TIES TO RAFTERS 3-813
1/2" PLYWD ROOF SHEATH. 6 -813 (12 FIELD)
1/2" PLYWD FLOOR SHEATH 6 - 6D (12 FIELD)
1/2" PLYWD WALL SHEATH 6 - 6D (12 FIELD)
WIND LOAD CONNECTIONS
RAFTER TO WALL CONNECTORS WILL BE
"SIMPSON STRONG TIE MODEL # H8" W/
10-1 OD X 1-1/2" FASTENERS OR EQUAL.
WALL PLATES WILL BE ANCHORED TO WALL
FRAMING AND WALL FRAMING WILL BE ANCHORED
TO BAND JOIST BY CONTINUOUS 1/2" PLYWD.
SHEATHING NAILED IN ACCORDANCE WITH NAILING
SCHEDULE.
SILL SECURED TO FOUNDATION VII*/ 1/2"X 7"
ANCHOR BOLTS MIN. 2VO.u. AND 12"MIN.
FROM EA. CORNER. PROVIDE BOLT PLATES
AT EACH NUT.
10
MEANS OF EGRESS: THIS STRUCTURE WILL
CONFORM TO EGRESS REQUIREMENTS AS
DETAILED IN SECTION R310 AND EGRESS
IS NOTED ON ATTACHED FLOOR PLANS.
11.
PLUMBING RISER DIAGRAM
ROOF
VEKT
THRU
iwv wit ROOF
FLOOR
SHOWER
FLOOR
TO DOST.
TO DOST. WASTE SEPTIC
SYSTEM
12. LOCATIONS OF FIRE ALARMS ARE NOTED ON
ATTACHED PLANS. -
13. TRUSS CERTIFICATIONS ARE ATTACHED
IF REQUIRED.
14. ENERGY CODE CALCULATIONS ARE DONE
BY "RE H ARE - TTA D
NOTE THAT ALL DESIGN ELEMENTS AND LOAD PATH
CALCULATIONS ARE BASED ON INFORMATION CONTAINED
IRTHE AMERICAN FOREST AND PAPER ASSOCIATION
WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO
FAMILY DWELLINGS.
i me,' ALL, Dime-�5SiONS' �P�CI F�c�F'tio
-CU 8!✓ V ER( Fl ED alai► S t't E
HOVEY RESIDENCE
ENVIRONMENT EAST INC
-,7. 9.03
WINDOW SCHEDULE
NUMBER LOCATION ROUGH OPENING
CLEAR
OPENING
EGRESS
SQ. FT.
OPENING
UNIT
WI
RATING
4D
STORM
SHUTTF.R
ENERGY
U
VALUE
LIGHT & VENTILATION
SQ.FT. SQ.FT, %
OM VENT
FWG12068
LIV. RM.
11'9-3/4" X VW
4" X 7
29.70
77.84
40
SEE DETAIL #1
.28
523.6
29.70
CW25
4'9" X 5'0/8"
22-9/16" X 55
8.6
23.5
60
SEE DETAIL #6
.33
17.3
CW25
4'9" X 5'0-3/8"
22-9/16' X 55
8.6
23.5
60
SEE DETAIL #6
.33
"
17.3
■
LIV. RM.
64.3
12%
CW15
STAIRWAY
2'4-7/8" X 5'03/8"
22-5/16" X 55
8.6
11.8
60
SEE DETAIL #5
.33
216
8.6
CW15
Z4 -718"X 60-3/8"
22-5/16" X 55
8.6
11.8
60
SEE DETAIL #5
.33
"
8.6
FWH3168AL
3!1"X 6'-8"
30' X 75'
16.11
19.95
60
SEE DETAIL #9
,28
16.11
CW25
47 X 5'0-3/8"
22-9/16' X 55
8.6
23.5
60
SEE DETAIL #6
.33
17.3
STAIRW
50.61
23%
CW25
FWG 10068
BEDROOM
4'9" X 603/8"
9'9-3/4" X 6'8"
22-9/16' X 55
44-3/4" X 7
8.6
/8" 23.42
23.5
64.59
60
50
SEE DETAIL #6
SEE DETAIL #10
.33
.33
244
BEDRM.
17•
23.42
40.72
CW25
BATHRM•
4'9" X.5-0-3/8-
22-9/16'X55
8.6
23.5
60
SEE DETAIL #6
.33
BATHRM.
17.3
19%
NOTE: WE INTEND TO INSTALL WIND RATED WINDOWS THAT MEET CODE
REQUIREMENTS IF THEY ARE AVAILABLE AT THAT TIME. IF THEY ARE
NOT AVAILABLE WE WILL PROVIDE STORM SHUTTERS AS DETAILED.
HOVEY R"ESIDENCE,
]21.03
9.25.03
3 SHEWS 4'0" P YWD
OVER
12" &
3CREW
W/ 2 X
BATTE
S
2-1/2"
SCRE
S @12"0
2-1/2'
SCREWS @
#2
-3
1 SHEET 4 X 81/2"
PLYWD. FASTEN W/
2-1/2' #8 SCREWS @
12" O.C.
#4
3 SHE
S 4'0" PL D.
OVERLJ
P 1T& SCREW
W/ 2 X 4
BATTENS
2-1/2'
SCREWS @
12" O.C.
#10 0'-3
PLY -
12" &
2X41
2-1/2'
012-
#6 12'
`3
#5
#16
2 SHEE S 1/2"
PLY - 0 ERLAP
12" & S REW W/
2X413 NS
2-1/2' SCREW
@12'OC.
Li' -W
#8
/2" PLY.
V,2-1 /2"
Ss S
12' O.C.
z
0
E
Q
0
z
�0
N LL
0
z J
J
H a
- 2
z
V
Z
r
2
LINE OF GRADE
WITHIN V-0" OF
FLOOR ABOVE
EXISTING
LINE OF EXISTING FOUNDATION
ADD NEW FOOTING& RETAINING WALL
INCREASE FOOTING AT POINT LOAD
FROM COLUMNS ABOVE
----- ------------ - - - -
-, -�
I 1
3'4-1/2"
_,-6, I
24" X 24" X 8"
CONC. FTG.
Fri
FTG FOR STOOP w�
- - - - - - J
0
M
0/ (X
' e
T z
---- - - - - -- N.
1 I 3
2
I
jI z
41--h 8Tc4"
W/ 3" STEEL ADD 4" X 8" PILASTER 1
FOR BEAM SUPPORT, -I', 1
LALLY COLS.
. 1
T21 1-3/4" X 9-1/2" QBhl
HOVEY RESIDENCE
FOUNDATION PLAN
ENVIRONMENT EAS
6.10.03 1/491 = 1'-0"
�
v
30'
J
3 .
0
z
REVISED:6.19.03
z
7.14.03
a
7.21.03
T INC. 7.30.03
0
9.25.03
Q
TION TO STEP
u
TOP OF SUBFLOOR TO
SEE DETAIL 1 ALIGN W/ EXISTING.
2K8 FL. JOISTS @ 16" O.C.
2 1-3/4" X 9-1/2" LVL
REINFORCED CONC. WALL
#4 REINF. BARS TYP.
2" CONC. SLAB
16" X 8" REINFORCED CONC. FTG
SECTION #1
TOP OF SUBFLOOR TO
ALIGN W/ EXISTING.
WALL -I A�-,� 2 X 8 F�. JOISTS @ 16" O.C.
S"JAR INFORCED CONC. WALL
2"NC. SLAB
RINING WALL POURED W/
FOOTING @ LINE OF EXISTING
FOUNDATION
SECTION #4
TOP OF SUBFLOOR TO
ALIGN W/ EXISTING.
2 X 8 F . JOISTS @ 16" O.C.
�I
8" R INFORCED CONC. WALL
2" ONC. SLAB
=J -L X 8" POURED CONC. FTG.
SECTION #2
ANCHOR
BOLTS
DETAIL #1
SECTION #3
I" TJI FLOOR JOISTS @16" O.C.
,Y WALLS
TOP OF SUBFLOOR TO
ALIGN W/ EXISTING.
2 X 8 FL. JOISTS @ 16" O.C.
TECO TO 2 X 10 LEDGER
4 X 4 LEDGER SUPPORT
8" REINFORCED CONC. WALL
2" CONC. SLAB
16"X 8" POURED CONC. FTG.
REV. 9.25.03
EXISTING
EXTERIOR
STAIRCASE
. i
EXISTING RETAINING WALL
d
I _
I
1
1
f
i
W '
OI
Q'
Y`
U'
W!
---------
0 I
V
U
Z,
0 W
O
T LIVING ROOM
co)'
1
U N
6 1
co!)
Q
LL d
Z
i
W '
I�-
Z1
J
I
1
i
WW
--24'
LINE OF GRADE
WITHIN W -Ow OF
FLOOR ABOVE
14 1.
'
ti
1
1
1
"TING BEAM AND POST
-----_-_--_- --------- -
c i
3'-9'
DINING ROOM N
9 \ _
EXISTING RETAINING WALIJ
0•.
a w
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co q
O
09 aoo
�c
W a v-
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3 -1-3/4" X 14" LVL BEAM
3" STEEL LALLY
8" (FINISHED) WOOD FRAME WALL
47 X 5V-3/8"
1-3/4" X 11-7/8" LVL
HEADER TYP.
M
3'-9
loo LUE
a �
UTILITY
RM.
CLOSET
OPEN TO'ABOr
- - -
—--
1 ,
47 X 5'0-3/8"
30'
HOVEY RESIDENCE MVI5ED:6.,9.«+
FIRST FLOOR PLAN 7.14.03
7.18.03
ENVIRONMENT EAST INC. i. o:�
9.18.03
9.25.03
V
U
u -X
0 W
O
T LIVING ROOM
2�
U N
a
Q
47 X 5V-3/8"
1-3/4" X 11-7/8" LVL
HEADER TYP.
M
3'-9
loo LUE
a �
UTILITY
RM.
CLOSET
OPEN TO'ABOr
- - -
—--
1 ,
47 X 5'0-3/8"
30'
HOVEY RESIDENCE MVI5ED:6.,9.«+
FIRST FLOOR PLAN 7.14.03
7.18.03
ENVIRONMENT EAST INC. i. o:�
9.18.03
9.25.03
2ND FL. PLAN
7.16.03
ENVIRONMENT EAST INC. o: ao�'
6.10.03 1/4" = l'-011 a.25o'
EXISTING
ROOF
HOVEY RESIDENCE
SOUTH ELEVATION
1/411 =1'0" 6.21.03
REVISIONS:6.25.03
7.17.03
7.31.03
9.18.03
9.25.03
FLOOR LEVEL @ 1 ST FLOOR
-----------------------------------------------
L-------------------------------------------------
4LL
RETAINING WALL I IYW%Q%JIVr[T r 1%.7Q.
Q 3'-0" IN GRADE
I �
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(.. _ _ _ _ _ _ _ _ T I _ _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I ,�
L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J
EXISTING CHIMNEY
LINE OF EXISTING
HOVEY RESIDENCE REVISED: 8.25.03
7.17.03
EAST ELEVATION 9.18.03
1/411 =1'0" 6.21.03 9.25.03
NEW ADDITION
HOVEY RESIDENCE
NORTH ELEVATION
1/4" =1'0" 6.25.03
REVISIONS: 7.17.03
9.25.03
EXISTING ATTIC
EXISTING
BEDROOM
HOVEY RESIDENCE
CROSS SECTION
6.11.03 1/4" = 1'0"
EXISTING HOUSE NEW ADDITION
RAILING
EXISTINO/4
0
.-+
1
EXISTING SLAB &
FOUNDATION
REVISED: 7.17.03
7.19.03
7.21.03
9.25.03
2X8ccA�Sh
RUBBER R
3l4" CCA PL ROOF
2 X 12 Q 1 e" O.C. CCA JOISTS Q 18.O.C.
R-30 BATT INSULATION
TECOS
2-11Z FLANGE 3
3 -14" LVL BEAMS G LIED 3 NAILED
BOLTED W/ 5/8" STE BOLTS TO
EXISTING BEAM Q 1 O.C.
SEE SECTION #4
112" PLYWD. SUBFLOOR 2 - X1/2" LVL BEAMS
2 X 8 Q 18" O.C. FL. JOISTS 3" STEEL LALLY COLS.
R-21 BATT INSUL. 24" X 24" X 8" CONC. FTGS.
CEDAR SIDING
• 1/2" PLYWD SHEATHING
(U < 2 X 4 018" O.C. STUD WALLS
R-15 BATT INSUL.
cp 1/2" SHEETROCK Q INTERIORS
8" REINFORCED CONC. WALL 2 - #4 BARS
2X8 CCA SILL
SEE — —1/2" ANCHOR BOLTS Q 8'-W MIN. O.C.
SECTION 02 BOLT PLATES UNDER 1/2" NUTS
SILL SEALER
FLASHING / TERMITE SHIELD
2 " POURED CONC. SLAB
8" X 18" POURED CONC. FTG.Q
MIN. 7-W BELOW FINISHED GRADE
ENERGY CODE CALCULATIONS
Detached One and Two Family
(For Non -Electric Heat)
For: V ✓ L _
.26
IAPTER.5 SECTION atsign
501
Criteria 5750 Degree Days
Zone 11B
Per:
Dated:11f,
r. i. oil--
SUBSYSTEM
AREA
DESIGN
"U"
CODE
"U"
DESIGN
UA
CODE
UA
Exterior Walls
9.31
0.1 2 77
0.14
Ceiling Roof
S30/
0. n3
0.031
d . o �'
i� , 67-
Floor Over Unheated Space
s�i
D , d S
0.05
2 G. d?
2 G. B 0
Heated Slab On Grade
6.5
Unheated Slab On Grade
4.5
Basement Wall
/30
'0•%
0.1
Crawl Space Wall
0.06
179.7Y
i9�34
NOTES:
Construction shall comply with 502. 1.1 moisture control and 502.1.4 air leakage
Building Envelope Systems to meet requirements of Section 501
The mechanical systems and equipment including:
HVAC Equipment, HVAC Systems, Duct Systems, Ventilation Systems and Insulation of Piping Systems to meet
requirements of Section 503
Service Water Heating Systems & Equipment to meet requirements of Section 504
Electrical & Lighting Systems & Equipment to meet requirements of Section 505
To the best of my knowledge,
belief, & professional judgement,
these plans are in compliance
with ,the code.
REScheck Compliance Certificate
New York State Energy Conservation Construction Code
REScheck Software Version 3.5 Release la
Data filename: Untitled.rck
TITLE: HOVEY RESIDENCE REVISED
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached 1 or 2 Family
HEATING TYPE: Non -Electric
DAT$: 07/29/04
DATE OF PLANS: JULY 29 2004
PROJECT INFORMATION:
ADDITION
COMPANY INFORMATION:
ENVIRONMENT EAST INC.
COMPLIANCE: Passes
Maximum UA = 177
Your Home UA = 167
5.6% Better Than Code (UA)
Ceiling 1: Flat Ceiling or Scissor Truss
Wall 2: Wood Frame, 16" o.c.
Wall 3: Wood Frame, 16" o.c.
Wall 1: Solid Concrete or Masonry: Interior Insulation
Window 1: Wood Frame:Double Pane with Law -E
Window 2: Wood Frame:Double Pane with Low -E
Window 3: Wood Frame:Double Pane with Low -E
Window 4: Wood Frame:Double Pane with Low -E
Window 5: Wood Frame:Double Pane with Low -E
Window 6: Wood Frame:Double Pane with Low -E
Window 7: Wood Frame:Double Pane with Low -E
Window 8: Wood Frame:Double Pane with Low -E
Window 9: Wood Frame:Double Pane with Low -E
Window 10: Wood Frame:Double Pane with Low -E
Window 11:
Metal Frame with Thermal Break:Double Pane with Low -E
Window 12: Wood Frame:Double Pane with Low -E
Window 13: Wood Frame:Double Pane with Low -E
Window 14: Wood Frame:Double Pane with Low -E
Permit Number
Checked By/Date
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R -Value R -Value U -Factor UA
493
30.0
0.0
17
392
21.0
0.0
18
528
15.0
0.0
28
144
0.0
15.0
8
9
0.340
3
9
0.340
3
9
0.340
3
9
0.340
3
9
0,340
3
7
0.290
2
6
0.290
2
5
0.330
2
5
0.330
2
9
0.330
3
9
0.330
3
8
0.290
2
8
0.290
2
8
0.290
2
Wood Frame:Double Pane with Low -E
5
0.330
2
6: Wood Frame:Double Pane with Low -E
5
0.330
2
Window 17: Wood Frame:Double Pane with Low -E
9
0.330
3
Window 18: Wood Frame:Double Pane with Low -E
9
0.330
3
Window 19: Wood Frame:Double Pane with Low -E
5
0.330
2
Window 20: Wood Frame:Double Pane with Low -E
5
0.330
2
Window 21: Wood Frame:Double Pane with Low -E
5
0.330
2
Window 22: Wood Frame:Double Pane with Low -E
9
0.340
3
Window 23: Wood Frame:Double Pane with Low -E
9
0.340
3
Door 1: Glass
20
0.280
6
Door 2: Glass
19
0.280
5
Door 3: Glass
36
0.330
12
Floor 1: All -Wood Joist/Truss:Over Unconditioned Space
493 30.0 0.0
16
COMPLIANCE STATEMENT: 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 meet'the
New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and
signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or
specifications are in compliance with this Code.
Builder/Designer Date.
6.
ROJECT NAME : HOVEY RESIDENCE
PROJECT LOCATION: 125 HILLTOP PATH SOUTHOLD
1.
USE & OCCUPANCY: SINGLE FAMILY DETACHED
2.
HEIGHT OF NEW CONSTRUCTION: 22'-6"
8.
SQ. FT. OF NEW CONSTRUCTION: 1080 SQ.FT.
3.
TYPE OF CONSTRUCTION: WOOD FRAME / MASONRY
4.
DESIGN CRITERIA - PRESCRIPTIVE DESIGN AS PER
. TRUSS CERTIFICATIONS ARE ATTACHED
IF REQUIRED.
AF&PA WOOD FRAME CONSTRUCTION MANUAL
5.
FRAMING ELEMENTS AS SPECIFIED ON PLANS
CALCULATIONS ARE BASED ON INFORMATION CONTAINED
LUMBER SPECIES:
WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO
#2 OR BETTER DOUGLAS FIR FOR FRAMING MEMBERS
#1 S. YELLOW PINE (ACQ) IN CONTACT W/ GRADE
1/2" CDX PLYWD. ROOF & WALL SHEATHING
3/4" CDX PLYWD. SUBFLOOR
SIDING AS SPECIFIED ON PLANS
DECKING AS SPECIFIED ON PLANS
6.
DESIGN LOAD CALCULATIONS
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
(IN POUNDS PER SQUARE FT.)
EXTERIOR BALCONIES 60
DECKS 40
ATTICS WITHOUT STORAGE 10
ATTICS WITH STORAGE 20
ROOMS (OTHER THAN SLEEPING ROOMS) 40
SLEEPING ROOMS 30
STAIRS 40
GUARDRAILS & HANDRAILS 200
CRITERIA FOR CALCULATION OF DEAD LOAD WILL BE
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO
AIA ARCHITECTURAL GRAPHIC STANDARDS.
SNOW LOAD IS CALCULATED AS 30 LBS PER SQ. FT.
SEISMIC CONSIDERATIONS:
THIS STRUCTURE WILL CONFORM TO CODE SECTION
R301.2.2.3 IN THAT ANCHORED STONE AND MASONRY
VENEER SHALL BE LIMITED TO THE FIRST STORY &
NOT EXCEED 5" IN THICKNESS.
THIS STRUCTURE WILL CONFORM TO CODE SECTION
8301.2.2.4 IN THAT AVERAGE DEAD LOADS WILL NOT
EXCEED 15 PSF ROOFS & CEILINGS
10 PSF FLOORS
15 PSF WOOD FRAME WALLS
THIS DWELLING IS LOCATED IN DESIGN CATAGORY V
SO IS EXCEMPT FROM FURTHER REQUIREMENTS OF
THE IC CODE.
6.
CONTINUED FROM PREVIOUS PAGE...
EXPOSURE & UPLIFT CATAGORY IS "C" -
URBAN AND SUBURBAN AREAS.
7.
SEE ATTACHED WINDOW & DOOR SCHEDULE
8.
LOAD PATHS FROM ROOF TO FOUNDATION
RDD
WILL BE AS DESCRIBED ON SECTION.
9.
NAILING SCHEDULE:
. TRUSS CERTIFICATIONS ARE ATTACHED
IF REQUIRED.
JOIST TO SILL OR GIRDER - 3 -813
BY w " SOFTWARE - SEE ATTACHED
TOP PLATE TO STUD 2-16D
CALCULATIONS ARE BASED ON INFORMATION CONTAINED
BUILT UP HEADERS 16D @ 16" O.C. EA. SIDE
WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO
CEIL. JOISTS TO PLATE 3-81)
HEADER TO STUD 4-813
CEIL. JOISTS TO RAFTERS 3 -10D
RAFTER TO PLATE 2-16D
ROOF RAFTERS TO RIDGE,VALLEY OR
HIP RAFTERS 4-16D
COLLAR TIES TO RAFTERS 3 - 8D
1/2" PLYWD ROOF SHEATH. 6 -8D (12 FIELD)
1/2" PLYWD FLOOR SHEATH 6 - 6D (12 FIELD)
1/2" PLYWD WALL SHEATH 6 - 6D (12 FIELD)
WIND LOAD CONNECTIONS
RAFTER TO WALL CONNECTORS WILL BE
"SIMPSON STRONG TIE MODEL # 1-18" W/
10-10D X 1-112" FASTENERS OR EQUAL.
WALL PLATES WILL BE ANCHORED TO WALL
FRAMING AND WALL FRAMING WILL BE ANCHORED
TO BAND JOIST BY CONTINUOUS 1/2" PLYWD.
SHEATHING NAILED IN ACCORDANCE WITH NAILING
SCHEDULE.
SILL SECURED TO FOUNDATION W/ 1/2"X 7"
ANCHOR BOLTS MIN. 2'0" O.C. AND 12" MIN.
FROM EA. CORNER. PROVIDE BOLT PLATES
AT EACH NUT.
2 20"
�Eof NEW
p O
�a� INCE C.
P �
r w
CD < w
s
A�DEFSSIOKI- Lf
10
MEANS OF EGRESS: THIS STRUCTURE WILL
CONFORM TO EGRESS REQUIREMENTS AS
DETAILED IN SECTION R310 AND EGRESS
IS NOTED ON ATTACHED FLOOR PLANS.
11. PLUMBING RISER DIAGRAM
ROOF
Viffff
THM
uv we ROOF
RDD
FLooR
TO Doer. WAM ro F�vsr.
8yanu
12. LOCATIONS OF FIRE ALARMS ARE NOTED ON
ATTACHED PLANS.
. TRUSS CERTIFICATIONS ARE ATTACHED
IF REQUIRED.
14. ENERGY CODE CALCULATIONS ARE DONE
BY w " SOFTWARE - SEE ATTACHED
NOTE THAT ALL DESIGN ELEMENTS AND LOAD PATH
CALCULATIONS ARE BASED ON INFORMATION CONTAINED
IN THE AMERICAN FOREST AND PAPER ASSOCIATION
WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO
FAMILY DWELLINGS.
HOVEY RESIDENCE
ENVIRONMENT EAST INC
7.19.03 7.29.04
WINDOW SCHEDULE
NUMBER LOCATION ROU OPENING
CLEAR
OPENING
EGRESS
SQ. FT.
OPENING
UNIT
WI
RATING
D
STORM
ENERGY
U
VALUE
LIGHT & VENTILATION
SQ.FT. SQ.FT. %
R M VENT
7W24W
LIV. RM.
2'$ X 3'-8-7/8'
5-7/8'X18-1/4
328
9.23
30
SEE DETAIL #1
.34
414
3.3
TW2436
L.N. RM.
2'-8' X 3-8-718"
5-7/8'X18-1/4
3.28
9.23
30
SEE DETAIL #1
.34
3.3
TW2436
LIV. RM.
2'-8' X 3'-&7/8'
718'7018-1/4
328
9.23
30
SEE DETAIL #1
.34
3.3
TW2436
LIV. RM.
2'-0" X 3'-8-7/8"
5.7/8"X18-1/4
328
9.23
30
SEE DETAIL #1
•34
3.3
TW2436
LIV. RM.
Z4r X 3'-8-7/8'
5-7/8'X18-1/4
328
9.23
30
SEE DETAIL #2
.34
3.3
CN14
LIV. RM.
1'-9' X4 -ow 1
' X 43-1
32
6.8
40
SEE DETAIL#3
29
4.3
CN14
FWH316SAL
LIV. RM,
STAIR/HALL
1'-9' X 4'-0' 1
3'1' X 6'-8'
' X 43-1
30' X 75'
32
16.11
6.8
19.95
40
60
SEE DETAIL#3
SEE DETAIL #4
29
28
150
4.3
16.11
6%
FWH316SAL
STAIRIHALL
3'1' X V -W
30' X 75'
16.11
19.95
60
SEE DETAIL 04
28
16.11
AN31
STAIR/HALL
V-01/2' X 1'-9'
31' X 6'
1.3
5.1
35
SEE DETAIL #5
.33
1.3
AN31
STAIR HALL
3'-01R' X 1'-9'
31' X 6'
1.3
5.1
35
SEE DETAIL #5
.33
1.3
CXW13
CXW13
STAIR/HALL
STAIR/HALL
3'-0111' X 7-41
V-01/2' X V-4'
30' X 31"
30' X 31"
6.5
6.5
9.0
9.0
40
40
SEE DETAIL #5
SEE DETAIL #5
.33
•33
6.5
6.5
AW351
AW351
AW351
AN31
STAIRIHALL
STAIR/HALL
BATH
3'5' X 2'4-7/8'
31' X 2'4-7/8'
3'S" X 2'4-718'
3'-01 /2" X V-9'
36' X 6'
36" X 6'
36' X 6'
31' X 6'
1.5
1.5
1.5
1.3
8.0
8.0
8.0
5.1
35
35
35
35
SEE DETAIL 97
SEE DETAIL #7
SEE DETAIL #7
SEE DETAIL #5
.29
29
.29
.33
101.29
1.5
1.5
1.3
34%
AN31
BATH
X-41/2' X 1'-9'
31' X 6'
1.3
5.1
35
SEE DETAIL #5
.33
1.3
CXW13
BATH
X-01 /2' X 7-4'
30' X 31"
6.5
9.0
40
SEE DETAIL #5
.33
6.5
BATH
3'-0112' X 3'-4'
30' X 31'
6.5
9.0
40 1
SEE DETAIL #5
AN31
BEDROOM
3'-01/2' X 1'-9"
31' X 6'
1.3
5.1
35
SEE DETAIL #6
.33
256.5
1.3
AN31
BEDROOM
3'-0111 X 1'49"
31' X 6'
1.3
5.1
35
SEE DETAIL #6
.33
1.3
AN31
BEDROOM
3!-01/2"X 1'-9"
31' X 6"
1.3
5.1
35
SEE DETAIL #6
.33
1.3
TW2436
BOOM
2'4' X3'41-7/8'
5-7/8"X18-1/4
328
9.23
30
SEE DETAI L #8
.34
3.3
TW2436
BEDROOM
Z4r X X -8-71W
25-7ArXlB-1/41
328
9.23
30
SEE DETAI L #8
.34
3.3
FWH54611 I
BEDROOM
5'4' X 6'11'
59" X 75' 1
30.5
36.1
40
SEE DETAIL #9
.33 1
30.51
16%
HOVEY RESIDENCE
7.21.03
9.25.03
7.29.04
GENERAL NOTES FOR WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION.
ALL PANELS WILL BE 112' CDX PLYWOOD. THEY WILL BE INSTALLED WITH #8 WOOD SCREWS
Q 12' O.C. AND THE SCREWS WILL PENETRATE 1-1/2' MIN. INTO WALL SHEATHING.
THE FASTENERS WILL BE INSTALLED 112' FROM THE PANEL EDGE (MIN.).
THE SIZES REQUIRED FOR THE PANELS ARE SHOWN BELOW. NOTE THAT ON PANELS THAT ARE
LONGER THAN 4'-0" WE WILL INSTALL TWO 2 X 4 STIFFENERS ALONG THE LENGTH DIMENSION
OF EACH PANEL WITH 248 X 1-1/2' SCREWS AT EACH END AND Q 12' O.C. ALONG LENGTH OF
2 X 4.9TIFFENERS SHALL BE PLACED 1 FOOT OFF THE CENTER OF THE PANEL CENTERLINE.
PANEL #6
PANEL #1
'-6
t
PANEL PAN PANEL #7
#2 #3 _j
a
PANEL
#4
3'-6
-]
PANEL #5 PANEL
#8 PANEL #9
.o
l� 24.
HOVEY RESIDENCE REVISED:6.19.03
FOUNDATION PLAN7.14.03
7.21.03
ENVIRONMENT EAST INC. 7.30.03
6.10.03 1 /4" = 1'-0" 5.9.4 043
5.21.04
Kol
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EXTERIOR
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EXISTING RET UNING WALL
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5 -IM WALL
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4XSAOQ
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POST ON
8'4' SUBFLOOR TO CEIL JOIST WN
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1'4r X 4'-01R' R.O. 1'4Y X 4'-01/Y R.O.
2 X 12 HEADER TYP. 2 X 12 HEADER TYP.
�l
6'-9 3/4—
/4 --
TO
TO R-0. OF DOOR -
4 X 6 ACO
TO ALIGN Wr WINDOWS
ABOVE.
POST ON
STOOP TO BE DESKxNED
MASONRY
2 4'
LINE OF GRADE
WITHIN 6'-0" OF
FLOOR ABOVE
NG BEAM AND POSTS
------------
------------
14'
DINING ROOM �J
(EXISTING) NEW
LINE OF EXIST. MASONRY WALL POWDE
(TO BE REMOVED) R
- _-V3-1-_3/4_'X_14_"L_VL_BEAM_--- __--_- ---- ----
ADO NEW 31-W X 14' LVL BEAM BOLTED TO EXISTING STRUCTURE
Wn2' LAO BOLTS - TWO EACH ® 32.O.C. i 1
O
b
19' -3' I 1 Stz
14'.14'.9'- 2-2X12 N
S 1 b I I HVAC VOID UTILITY RM. --
7 G� � N T- -
�/ 1I
2r-?-,rr—
II F----
11
BOVEY RESIDENCE
FIRST FLOOR PLAN
REVISED: 8.19.03 6.16.04
7.14.03 7.8.04
7.16.03
ENVIRONMENT EAST INC. �:�03
9.18.03
9.25.03
4.14.04
6.10.03 1/4" = 1'-0"
r
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8'4' SUBFLOOR TO CEIL JOIST WN
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BOOKSHELVES GAS BOOKW L.VES
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1 1 1
,
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1 1 6========l
TW2436 DH
1'4r X 4'-01R' R.O. 1'4Y X 4'-01/Y R.O.
2 X 12 HEADER TYP. 2 X 12 HEADER TYP.
2 X 12 HEADER TYP.
6'-9 3/4—
/4 --
TO
TO R-0. OF DOOR -
TO ALIGN Wr WINDOWS
ABOVE.
STOOP TO BE DESKxNED
BOVEY RESIDENCE
FIRST FLOOR PLAN
REVISED: 8.19.03 6.16.04
7.14.03 7.8.04
7.16.03
ENVIRONMENT EAST INC. �:�03
9.18.03
9.25.03
4.14.04
6.10.03 1/4" = 1'-0"
r
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DECK
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NEW OPENING TO ADDITION
UP - FLOOR HEIGHT CHANGE I I
— _ — 2-1/2' X 11-7/a' JOIST ON 2 X 4 STUD W
ON TOP OF EwsT. FRAUNINO
CLOSET I CLOSET55
M
E 's
AAA CLASS PRI 40:DECK
_
2-1/2' F"Gdd
®19' OHVAC VOID
1 W
I 38' SHOWER
O
(CEILING OF
UTILITY RM.
2 OP OF EACH JOIST W.0 BELOW) t
IN AREA.PER TO CREATE SLOPE
> O y'
N 22'-7 1/2" ASTER BATHRDW 4�
MASTERi BEDROOM N I� +��► . BELOWOpm�
OOUBLE FLUSH OIRDfR (2 -117/x' TJI JOISTS) _ 1
~ " UNDER ROOF PARAPET WALL ABOVE N (h
1=
ti
3`
—14/-3# 3112' 72"X 42• WHIRLPOOL TUS /--3
DOUBLE FLUSH GIRDER (2 -117/8' TJI JOISTS) 7'-9 1/2'
'-5'
-- — — — — -- — -- '-9c�1/2' x
CL 3'-4 3/4'—�t N
O
O
H
3-AN31AWNING WINDOW3. EACH UNIT 13.7-01?X1'41rFLO. 1-"xWlaLA LMMI UNI IbuvEN y__�r1-9 3/4'
ALLOW FOR 2' SUPPORT MULLIONS 2 - AN31 AWNING UNITS. SUPPORT MULLION. 2- CXW13 CASEMENT UNITS
2-2X12 HEADER V-7 X 4'�1 /2' R.O. (INCLUDES 2' FOR MULLION) 2: AN31 AWNING UNITS.
V -W X 4-9.1/2' R.O. (INCLUDES 2 FO R MULLION)
,3-,lr 29'-0 1/2p if
3 0'
HOVEY RESIDENCE REVISED: 6.10.03 6.16.04
7.10.03 7.12.04
2ND FL. PLAN
71603
ENVIRONMENT EAST INC. 9:;8:03
6.10.03 1 /4" = 1'-0" 524
�\ s:s:oa
HOVEY RESIDENCE
WEST ELEVATION
REVISED 4.9.04 7.12.0.4
4.21.04
5.5.04
6.18.04
7.1.04
�i------1--t---------------------�,
- - - - - 1 -
-% -- - - - - - - - - - - - - - -
TOP OF Zr TUB /
NEW CEIL HEIGHT
Li LJ U=li
NEW FLOOR TO ALIGN W1 EXIST,
■111■ONE MENmom Mool■
17 SONOTU13E
®NEW DECK
FooTtnos�/J t j------------------------------------------ - - - - - J
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
HOVEY RESIDENCE
SOUTH ELEVATION
1/411=1'0" 6.21.03
REVISIONS:6.25.03 9.25.03 7.12.04
7.17.03 4 21 04
5.5.04
7.31.03 6.9.04
9.18.03 6.18.04
��
WvLt
-----------------------------��
HOVEY RE
MAWA" FOOMM A
IT -r ems. emow canoe
ENCE
EAST ELEVATION
1/4" =1'0" 6.21.03
REVISED: 6.25.03
7.17.03
9.18.03
9.25.03
Ije4oa
EXISTING HOUSE NEW ADDITION
PAUNG
l
514 CEDAR DECKING ta
2 X 6 A.C.Q. TAPERED SLEEPERS Lu
RUBBER ROOFING MEMBRANE 032254-1
314"A.C.Q.PLYWD. ROOF SHEATHING
EXISTING ATTIC EXISTING LOFT
isul
'ol
R -W BATT INSUL. DDOUBLE
APA CLASS PRI 40 JOISTS ABOVE
2-10 FLANGE X 11-718"0 16" O.C.
2 X 6 A.C.Q. ON TOP OF OkCH JOIST.
EXISTING EXISTING�TAPER TO CREATE SLOPE @ ROOF DECK
'
BEDROOM CEDAR SIDING
lfr PLYWD SHEATHING
2X4@16O.C. STUD WALLS
R-15 BATT INSUL.
Itr SHEETROCK @ INTERIORS
:APA Cl_A§6 PRI 40 FLOOR JOISTS
TECOS 1240 FLANGE X 11-7ff
7�0 _-
3 -14" LVL BEAMS GLUED & NAILED
BOLTED Wl 1 Ir STEEL BOLTS TO
EXISTING BEAM 2 BOLTS@ 32- O.C.
♦
CD
9
t=
EXISTING SLAB &
FOUNDATION
HOVEY RESIDENC
CROSS SECTION
6.11.03 1/411 = 1'0"
EREVISED : 7.17.03
7.19.03
7.21.03
9.25.03
7.26.04
112"PLYWD. SUBFLOOR
2 X 8 0 16- O.C. FL JOISTS
R-21 BATT INSUL
2 - 9-1/2" LVL BEAMS
3" STEEL LALLY COLS.
240 X 240 X 8* CONC. FTGS.
CEDAR SIDING
1/2PLYWD SHEATHING
o
2 X 6@ 16" O.C. STUD WALLS li
I R-21 BATT INSUL.
112- SHEETROCK @ INTERIORS
SEE SECTION *1
8" REINFORCED CONC. WALL 2 - #4 BARS
2 X 6 CCA SILL
1/2- ANCHOR BOLTS @ 6'-0' MIN. O.C.
BOLT PLATES UNDER 1r2o NUTS
-SILL SEALER
FLASHING / TERMITE SHIELD
2 " POURED CONC. SLAB
8' X 16- POURED CONC. FrG.@
MIN. 3!4r BELOW FINISHED GRADE
TOP OF SUBFLOOR TO
ALIGN W/ EXISTING.
2 C 8 16" O.C. FL. JOISTS
1 E�1
8" R FORCED CONC. WALL
2" C NC. SLAB
16"/X 8" POURED CONC. FTG.
SECTION #1
2X8
8" RE
2" CQ
TOP OF SUBFLOOR TO
ALIGN W/ EXISTING.
16" O.C. FL. JOISTS
FORCED CONC. WALL
NC. SLAB
16"/X 8" POURED CONC. FTG.
SECTION #2
SECTION #3
I" TJI FLOOR JOISTS @16" O.C.
EitiLu
y0�
r W
{7
032254.1
p�OFiSS1`0i
,Y WALLS
TOP OF SUBFLOOR TO
ALIGN W/ EXISTING.
2 X 8 FL. JOISTS @ 16" O.C.
8" REINFORCED CONC. WALL
2" CONC. SLAB
16"X 8" POURED CONC. FTG.
REVISED 5.21.04
REVISED 4.15.04
REV. 9.25.03
Abbreviations
Members
Under T-0"
AFF
Above Finish Floor
M.O.
Masonry Opening
ARCH
Architect(ural)
(N)
New
BLDG
Building
NIC
Not mContract
CJ
ControlJoint
NOM
Nominal
CI -Nu
Ceding
NTS
Not to Scale
CONC
Concrete
O.C.
On Center
CONT
Continuous
O.D.
Outside Diameter
C.T.
Ceramic Tile
OPNG
Opening
DIA
Diameter
OPP
Opposite
D.S.
Downspout
(P)
Pamt
DWNG
Drawing
PR
Pair
(E)
Existing
R
Riser ......
EA
Each
(R)
Remove
EJ
Expansion Joint
Re:
Refer (to)
ELEC
Electrical
REQD
Required
EL
Elevation
R.D.
Roof Drain
EQUIP
Equipment
R0.
Rough Opening
EWC
Electric Water Cooler
S.C.
Solid Core
F.D.
Floor Drain
SF
Square Feet
F.O.C.
Face of Concrete
SIM
Smi lar
F.O.F.
Face of Finish
SPEC
Specifications
F.O.S.
Face of Stud
S.S.
Stainless Steel
F.R.
Fire -Retardant
STD
Standard
GA
Gauge or Gage
STR
Structural
GC
General Contractor
S.A.C.
Suspended Acoustical Ceiling
G.I.
Galvanized Iron
T
Tread
GYP. BD.
Gypsum Board
TO.
Trimmed Opening
H.C.
Hollow Core
T.O.B
Top of Beam - Steel
H.M
Hollow Metal
T.O.C.
Top of Concrete
HORIZ
Horizontal
T.O.S.
Top of Steel
HT
Height
T.O.W.
Top of Wall
ID.
Inside Diameter
TYP
Typical
JT
Joint
UNO
Unless Noted Otherwise
LAV
Lavatory
VCT
Vinyl Composition Tile
MAX
Maximum
W/
With
MECH
Mechanical
WC
Water Closet
MFR
Manufacturer
WR
Water Resistant
MIN
Minimum
WWF
Welded Wire Fabric
Symbols
SECTION NO. Section
SHEET NO.
ELE'V'ATION NO.SHEET NO. Elevation
Elevation Marker
ODoor No.
Owindow No.
North Arrow
�r u°rax
Header Schedule
Opening
Members
Under T-0"
2 - 2" x 6' 's
4'-0" to 6-0'
2 - 2" x 8''s
6'-0" to 8'-0"
2 - 2" x 10" 's
8'-0" to 10'0"
2- 2" x 12" 'S
Additions and
Alterations to the
LAND NOW OR FORMERLY OF `
RICHARD MANFREDI t MARY LOU MANFREDI \\\
LAND NOW OR FORMERLY OF
uw.aue
N 50'54'40" E 163b6' DONALD D REEVE
iuuuH neawu - — —
uuaw wum
w� s
9 LmY s9.
\ — — LAILN
FROPOSED
\ CARPORT
EXISTING POOL w
PROPOSED
ADDITION ABOVE 15TORY �A`
EX'G STRICTURE HOSE
PROP05ED \ \ \\
DRIVEWAY
'PATIO Fy
\ PROPOSED FRAM
ADDITICN X,.a
\ d�
:6
sH v F yqd
\\A9`f'
/,um001
\ 0
\lyj01-
OT NS OF �P�Ii SITE INFOWATION'TAKEN FROM A
E - SURVEY PREPARED BY JOHN C.
110 EHLERS LAND SURVEYOR b EAST
lMwMA�eIN�STREET, RVERHEAD, NEW o rK
ee4Y, 369.8788, DATED MARCH
\ 3, 7007
Architectural Site Plan T
1" = 20' 11I0JCCL North
Drawing Index
Zoning Data
u
A -G
Title, Abbreviations, Drawing Index, Building Data
15 October 2002
A-10
Basement Plan
15 October 2002
A-1 1
First Floor Plan
15 October 2002
A-1 2
Second Floor Plan
15 October 2002
A-2.1
West and East Elevations
15 October 2002
A-2,2
North and South Elevations
15 October 2002
Zoning Data
Block 20, Lot 1
Fro used
Budding Area
Section 54
Basement
R-40 zone
1149 sl
Fhst Floor
Lot
Required/Allowed
Exisnn
Proposed
Area
40,000 sf
15,438 sf t
15,438 sf i
Width
150 ft
149 ft t
149 ft t
Depth
175 ft
136 ft t
136 ft t
Coverage
20%
5%
31 % Z
Punclpal Structure
1149 sf
Budding Volume
Required/Allowed
Exstng
Proposed
Height
21/2 stories
1 story
2 stories
35 ft
19 ft
29 ft
Livable Area
850 sf
1058 ft
2519 ft
Front Yard
50 ft
38 it t
34 ft Z
Side Yard (combined) 35 ft
84 ft
37 ft
Side Yard (smaller)
15 ft
35 ft
9 ft 7
Rear Yard
50 ft
58 ft
46 ft Z
t Exhstng non -conforming condition
-
' Proposed non -conforming condition, variance required
Plumbing
1311ilding Data
Extstin
Fro used
Budding Area
Basement
514 sl
1149 sl
Fhst Floor
544 sf
669 sl
Second Floor
701 sl
Total
1058 sf
2519 sl
Carport
368 sl
Covered Porches
38.4 sl
609 sf
Area of Largest Floor
544s[
1149 sf
Budding Volume
New
24,073 cf
Construction Type
5 B
Use Group
R3
Electrical
Item
Count
Light Fixtures
-
Switches
Receptacles
-
Plumbing
Item
Cornu
Bathtub
I
Shower
I
Toilet
2
Lavatory
3
Kennedy -Grant
Architecture
Interior Design
& Planning
40 Quimby Lane
Bemardsville
New Jersey 07924
908 766-5160
14-
Philip
Philip S. K nedy-Grant AIA
New Jers M08180
Additions and Alterations
Robert Fi Patricia Reilly Hovey
Hilltop Path
Southhold
New-jemq YorK
Drawing Index, Notes, Site Plan
Date
15 October 2002
O These drawings are instruments
of service and are protected
by copyright.
These designs and drawings may
not be reproduced or copied
without express written
permission from the Archttect.
Drawing
A- G
Sheet 1 of 6
Project Number 0217