HomeMy WebLinkAbout34072-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-33544
Date: 02/13/09
THIS CEI~TIFIES that the building ADDITION
Location of Property: 6242 GREAT PECONIC BAY BLVD LALrREL
(HOUSE NO.) (STREET) (HAMLET)
County Tax[4ap No. 473889 Section 128 Block 2 Lot 4
subdivision Filed Map No. __ LOt No. --
conforms substantially to the Application for Building Permit heretofore
filed in this office dated J~JLY 22, 2008 pursuant to which
Building Permit No. 34072-Z dated JULY 22, 2008
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The ~ccupancy for which this certificate is issued
is ADDITION WITH BRICK PATIO TO AN EXISTING ONE FAMILY DWELLING AS APPLIED
FOR.
· 91e ce~ificate is issued to BARB~=RA S HESS
of the aforesaid building.
(OWNER)
SuFFOi~KCOi~i~fD~PART~gNTOFI{EALTHAPPRO~q~L N/A
E~.R~-rKIC_DJ~ CERTIFIC~TH NO. 106999C 08/14/08
PL~ C~gl~TIFIC3%TION DAT~ 08/01/08
ANDREW LAGRASSE WATERWORK
Rev. 1/81
0C'[ I ~ ~ BUILDING DEPARTMENT TOWN HALL
~OLD ] 765-1802
APPLICATION FOR CERTIFICATE OF OCCUP~Cy
This application must be filled in by t~ewriter or i~ and subndtted to the Building Depamnent xvith the following:
A. For new building or new use:
1. Final su~ey of property with accurate location of all hnildmgs, property lines, streets, and unusual natural or
topographic features.
2. Final Approval kom Itealth Dept. of water supply and sewerage-disposal (S-9 form).
· 3. Approval of elects%al installation from Board of Fire Undenvdters.
4. Sworn statement kom plmnber certifying that the solder used in system contains less than 2/10 of 1% lead
5. Co~mnercial building, indust~4al building, nmltiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible fo~ the building.
6. Submit Planing Board Approval of completed site p~an requirements
B. For existing buildings (prior to April 9, 1957) non*conforming uses, or b~dldings and ' ' ,
p e-ex sting lane ~ses:
1. Accurate survey ofp;ope~ly showing all propelqy lines, slicers, buikting and tmtlaual oatural or topoglaphic
features.
. 2. A properly completed application ;mci conselll Io in:si)cci sigI/ud b5 tim app
denied, the Building lnspecto~ shaIl state Ih~ ~eas<.ls lherefor m w~.mg to the applicanl
O. Fees
I. Ce~tificale of'Occupancy - New dwelling $25 0~). Adclitiuns lu dwdlmg 5,25.00, Aile~ations to dwelling $25.00,
Swinuniag pool $25.00, AccessoTbt c ~g$2500 Addilionsloaccesso~ybuihiing$2500, Businesses $50 00
2 Certificate of Occupancy on Pre-existilp Ft ildin?, ~1()0 00
3 Copy of Ceiiificate ofOcc tpancy - $ 25
4 UpdatedCellificaleofOccupancy $5000
5 Temporary Cmtifica.~ of(])ccupancy - Residcntia ~ 5 00 (?¢nlm~elCia ~1 q 0(
New Construction: Old oi Pre-existing Buikiing: ~ (check one)
House No Street ~ Hanflet
Owne, or Owners ofP,'ope,ly: ~. + ~ S tfl ' S
Suffolk C;unty Tax Map No 1000, ~ection qq~ a~¢y I:~l(,ck ~'~ lx't
Sub&xqs~on _ ~ - }Ziled Map. lot:
Permit No I);.c ol PeHnit '~ Applicant:
Health Dept. Appt(wal: .... { Jn(Ierwr~le~s Apl~-ox.al:
Plmmmg Board Approval:
Requesl fbr: Tcmparary (Tertilicalc .... Final Ce~lificate: ._ (check one)
Fee Subn6tted: $ ~ ~
Applicant Signature
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Fax (631) 765-9502
Telephone (631) 765-1802
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Building Permit No.
Owner:
Plumber:
(Please print)
(Plea~'e I~ r'int)
i cmlify that the solder used in the water supply system contains less than 2/10 of 1%
is
~worn ~o before me this
dayo~ , 20 O ~"
Notary Public, Sc~-~ ]~__County
Issue Date
8/14/2008
Electrical Inspection Certificate
Electricallnspection Service, Inc. Application Number
375 Dunton Avenue 106999C
East Patchogue, New York 11772
(631) 286-6642
Issued To: Ms. Barbara S. Hess
Street: 6242 Peconic Bay Boulevard
Village: Laurel Zip: 11948
Section: 128 Block: 0002 Lot: 004
Contractor: Elec Tec Inc.
Town: Southold
Lic.# 4814-E
Was examined and found to be in compliance with the National Electrical Code.
[ Commercial [ NVDefects ~ Pool ~X lstFIoor ~X Indoor · Basement [] HotTub
X[] Residential ~/ Det. Garage ~i~ Attic ~ 2nd Floor x~ Outdoor [~ Addition [~ Survey
Switches Receptacles Fixtures GFI Heaters A/C Fans
10 10 11 3 1
Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves
Furnace Oil Gas Circulators Smoke Detector Bell Transformer
1
Meter Amps Phase UG/OH Jacuzzi Television CO Detector
Bldg. Permit: 31690
Other Equipment
~0amp ac disconnect / 15amp ac air handler
Hugo S. Surdi
President
Rough Inspection: 03/15/2006
Ins ct : A ng 10
~nspe~o~: '//"/0~/1'3/~308
~nspector: //John/Mc Mahon III
This certificate must not be altered in any manner. Inspectors may be identified by their credentials.
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. 34072 Z Date JULY 22, 2008
Permission is hereby granted to:
BARBARA S HESS
69 BERKSHIRE RD
ROCKVILLE CENTRE,NY 11570
for :
ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS
PERMIT REPLACES 31690.
at premises located at
County Tax Map No. 473889 Section 128
pursuant to application dated JULY
Building Inspector to expire on JANUARY
6242 GREAT PECONIC BAY BLVD LAUREL
Block 0002 Lot No. 004
22, 2008 and approved by the
22, 2010.
Fee $ 150.00
/~Aut~d Signature
ORIGINAL
Rev. 5/8/02
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.
~3~690 Z Date DECEMBER 22, 2005
Permission is hereby granted to:
BARBARA S HESS
69 BERKSHIRE RD
ROCKVILLE CENTRE,NY 11570
for :
ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR
at premises located at
County Tax Map No. 473889 Section 128
pursuant to application dated DECEMBER
Building Inspector to expire on JUNE
6242 GREAT PECONIC BAY BLVD LAUREL
Block 0002 Lot No. 004
22, 2005 and approved by the
22, 2007.
Fee $ 150.00
Authorized Signature
ORIGINAL
Rev. 5/8/02
James F. King, President
Jill M. Doherty, Vice-Pre~ident
Peggy A. Dickerson
Dave Bergen
Bob Ghosio, Jr.
Town Hall
53095 Route 25
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1892
Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 0339C
Date August 6, 2008
THIS CERTIFIES that the 7.5'X 22' addition on the north side of the existing dwelling
At 6242 Peconie Bay Blvd., Laurel
Suffolk County Tax Map #128-2-4
Conforms to the application for a Trustees Permit heretofore filed in this office
Dated 11/7/05 pursuant to which Trustees Wetland Permit #6232A Dated 11/16/05 was
issued, and conforms to all of the requirements and conditions of the applicable
provisions of law. The project for which this certificate is being issued
is for a 7.5'X 22' addition on the north side of the existing dwelline.
The certificate is issued to BENNET & BARBARA HESS
owners of the aforeaaid property.
Authorized Signature
Condon Engineering, P.C.
New York State Licensed Professional Engineer
1755 Sigsbee Road
Mattituck, New York 11952
631-298-1986
Fax 631-298-2651
February 8, 2006
Mr. Michael J. Verity
Principal Building Inspector
Southold Town Building Department
53095 Route 25
P.O. Box 1179
Southold, New York 11971
Subject: Hess Residence - Permit # Z31690 '~ ~ ~'"~ '~-
Peconic Bay Boulevard
Laurel, New York
Strapping and Foundation Damp Proofing Inspection
Dear Mr. Verity:
During construction I conducted a strapping inspection and witnessed the damp proofing of the
foundation at the addition to the Hess Residence. Inspection found the strapping and the damp
proofing to be installed in accordance with the plans and the requirements of the New York State
Building Code.
If you have any questions please call me on 298-1986.
Yours truly,
Condon Engineering, P.C.
New York State Licensed Professional Engineers
1755 Sigsbee Road
Mattituck, New York 11952
condonenglneeHng.com
631-298-1986
Fax 631-298-2651
February 11, 2009
Ms. Pat Conklin
Southold Town Building Department
53095 Route 25
P.O. Box 1179
$outhold, New York 11971
Re: Permit No. 34072Z - Hess Residence
Dear Ms. Conklin:
I inspected the insulation installed in the addition to the Hess residence on Peconic Bay
Boulevard in Laurel and found it to be4 in accordance with the insulation values specified in the
Energy Calculation for the building dated November 21, 2005.
If you have any questions please call me at 298-1986.
Yours truly,
FEB 13
BLDG. DEPT.
TOWN OF SOUTHOLO
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
.
[ ] FRAMING/STRAPPING [~FINAL ~t
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ]FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ]FIRE RESISTANT CONSTRUCTION
[ ] ROUGH PLBG.
[ ] INSULATION
~FINAL
] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[~I~O~NDATION 1ST [ ] ROUGH PLBG.
[~"~FO~JNDATION 2ND [ ] INSULATION
[~FRAMING/~ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE _~~_ ,INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND ~INSULATION
FRAMING/STRAPPING [ ] FINAL
FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION l ST
[ ] FOUNDATION 2ND [
[ ] FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY [
ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
DATE
;FIELD INSPECTION REPORT [ DATE I COMMENTS
..................................... ~, ,i°~ ~1. ~;.~ I~ ~~
_'7 ~ ~ ~/ J
J~ ~ d, ~~~:"
~DITION~ COMMENTS
~-~-o1 ~'~.~e ~, ~', ~
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Southold/
Examined
Approved
Disapproved a/c
/0/z;
BUILDING PERMIT APPLICATION CHECKLIST
: I vO Do you have or need the following, beforef~lying?
, ]C_e4%.o.~La rr f Board of Health
v, C( 4 sets of Building Plans
7; 2 2 200~_ , _ If ''~k/0 ') o'~'~'~'~'~'~'~'~'~ SurveyPlanning B~,d~pproval
PERMIT NO. ~
Check~_~. {,~ ~
.... Septic Fom~
N.Y.S.D.E.C. J
Trustees
Contact:
Mail to:
Building Inspector
Phone: ~-~ ~- tf'¢ y~
APPLICATION FOR BUILDING PERMIT
INSTRUCTIONS
,20 5
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applier or nam~ ifa corpo-'~n)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Nameofownerofpremises ~,~[.9 ~.,D~_--L · ~ '~'~71,,~'-'oOqk"~b,. ~;-,~5
(As on the tax roll or latest deed)
If applicant is a corporaijo~,si~ture of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
Location of land on which proposed worksgill be done: _
House Number Street
County Tax Map No. 1000
Subdivision
(Name)
Section
2. State existing use and occupancy of premiss ancl_ inte_nde~ use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building.
4.
5.
Repair Removal Demolition
Estimated Cost ~'~ i ~J'~ ' ~'O
If dwelling, number of dwelling units [
If garage, number of cars
Addition ~X/ Alteration
Other Work
Fee
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor ~
If business, commercial or mixed occupancy, specify nature and extent of each type of use.
Dimensions of existing structures, if any: Front ~'
Height. ~ Number of Stories
Rear
Dimensions of same structure with alterations or additions: Front
_Depth
Rear
Depth Lt-~:~ '(o '" Height ,"'&.,.~
8. Dimensions of entire 9ew construction: Front_ 'h~.~.
Height ~ Number of Stories
9. Size oflot: Front i l-'~ ,Cl'-] Rear I"h~,
Number of Stories
Rear '~t. _Depth
Depth
10. Date of Purchase
Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES
13. Will lot be re-graded? YES NO ~)~ Will excess fill be removed from premises? YES ~ NO
14. Names of Owner of premises ~,~ I'K .~g,~3 ~r~Address~>~,~V~ P~x'( l~Xq~Phone No. ~_q. q~ - t+<~ ~
Name of Architect Address Phone No
NameofContractor !~¢'_x/\k~ ~T~t_.'y" Address~lKS)q '~k.)) PhoneNo. ~-~ 6t~/-~5
Il%q,
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~ NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES ~ NO__
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF6 U/qfV
~; k~'k k~ ~--v~'4J'~ being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the ~.~:~D~,~~..~o,~
(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 tree 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.
Signature
.~bert J. Kru
Artiet
Peggy A. I
Town Hall
53095 Route 25
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1892
Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 6232A
Date of Receipt of Application: November 7, 2005
Applicant: Bennet & Barbara Hess
SCTM#: 128-2-4
Project Location: 6242 Peconic Bay Blvd., Laurel
Date of Resolution/Issuance: November 16, 2005
Date of Expiration: November 16, 2007
Reviewed by: Board of Trustees
Project Description: To construct a 7.5'X 22' addition on the north side of the
existing dwelling.
Findings: The project meets all the requirements for issuance of an
Administrative Permit set forth in Chapter 97 of the Southold Town Code. The
issuance of the Administrative Permit allows for the operations as indicated on
the survey prepared by John T. Metzger dated October 8, 1992.
Special Conditions: None
If the proposed activities do not meet the requirements for issuance of an
Administrative Permit set forth in Chapter 97 of the Southold Town Code, a
Wetland Permit will be required.
This is not a determination from any other agency.
Albert J. Krupski, Jr., President
Board of Trustees
NewYork State Department of Environmental Conservation
Division of Environmental Permits, Region One
Building 40 - SUNY, Stony Brook, New York 11790-2356
Phone: (631) 444-0365 · FAX: (631) 444-0360
Website: www.dec.state.ny.us
LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT
Denise M. Sheehan
Acting Commissioner
Bennet J. Hess
69 Berkshire Road
Rockville Centre, NY 11570
Re~
Application #1-4738-00614/00003
Hess Property, 6242 Peconic Bay Boulevard, Laurel, NY
S.C.T.M. #1000-128-2-4
December 16, 2005
Dear Mr. Hess:
Based on the information you have submitted, the Department of Environmental Conservation
(DEC) has determined that the property landward of the pre-existing (prior to 8/20/77)
bulkhead which is more than 100 feet in length, as shown on the survey prepared by Otto W.
Van Tuyl & Son dated October 19, 1962, is beyond Article 25 (Tidal Wetlands Act) jurisdiction.
Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no
permit is required.
Be advised, however, that no construction, sedimentation, or disturbance of any kind
may take place seaward of the tidal wetlands jurisdictional boundary, as indicated
above, without a permit. It is your responsibility to ensure that all precautions are taken to
prevent any sedimentation or other alteration or disturbance to the ground surface or
vegetation within Tidal Wetlands jurisdiction which may result from your project. Such
precautions may include maintaining adequate work area between the tidal wetland
jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a
temporary fence, barrier, or hale bay berm.
Please note that this letter does not relieve you of the responsibility of obtaining any necessary
permits or approvals from other agencies or local municipalities.
Sincerely,
Mark Carrara
Deputy Permit Administrator
Suffolk Environmental Consulting, Inc.
MHP
file (kal)
Permit Number
Checked B3/Date
REScheck Compliance Certificate
New York State Energy Conservation Construction Code
REScheckSoflware Version 3.6 Release 1
Data filenan~e: C:~?rogrmn Files\Chcek~9,EScheckLHESS.mk
PROJECT TITLE: HESS RESIDENCE
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached 1 or 2 Family
HEATING TYPE: Non-Electric
WINDOW / WALL RATIO: 0.34
DATE: 11/20/05
DATE OF PLANS: 11/21/2005
DESIGNER/CONTRACTOR:
CONDON ENGINEERING. P.C.
COMPLIANCE: Passes
Maximum UA = 48
Your Home UA = 48
0.0% Better Than Code (UA)
Gross Glazing
Area or Cavity Cont. or Door
~' R-Value R-Value U-Factor UA
Ceiling 1: Cathedral Ceiling (no attic) 181 21.7 0.0 8
Wall 1: Wood Frame~ 16" o.c. 118 22.6 0.0 3
Window 1: Metal Frame:Double Pane with Low-E 47 I).28l) 13
Door 1: Glass 21 0.280 6
Wall 2: Wood Frame, 16" o.c. 75 22.6 0.0 4
Window 2: Metal Frame:Double Pane with Low-E 6 0.280 2
Wall 3: Wood Frame~ 16" o.c. 67 22.6 0.0 3
Window 3: Metal Frame:Double Pane with Low-E 14 0.280 4
Floor 1: All-Wood Joist/Tress:Over Unconditioned Space 181 38.0 0.0 5
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with thc building
plans, specifications, and other calculations submitted with this permit application. The proposed s3'stems 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, the3' m'e attesting that to the best of his/her knowledge, belief, and
professional judgment, such plans or specifications are in compliance with tiffs Code.
BmldeffDes~g~__ Date ~'~'--.~e~-' ~~
'REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.6 Release I
DATE: 11/20/05
PROJECT TITLE: HESS RESIDENCE
Bldg.
Dept.
Use
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Ceilings:
1. Ceiling I: Cathedral Ceiling (no attic), R-21.7 eavity insulation
Comments:
Above-Grade Walls:
1. Wall 1: Wood Frame, t6" o.c., R-22.6 cavity insulation
Comments:
2. Wall 2: Wood Frame~ 16" o.c., R-22.6 cavil)- insulation
Comments:
3. Wall 3: Wood Frame, 16" o.c., R-22.6 cavit3 insulation
Comments:
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Windows:
1. Window 1: Metal Frame:Double Pane with Low-E, U-factor: 0.280
For windows without labeled U-l~actors. describe features:
# Panes Frame T3pe Thermal Break? I [ Yes
Comments:
] No
Window 2: Metal Frame:Double Pane with Low-E, U-factor: 0.280
For windows without labeled U-factors, describe fcatm-es:
# Panes Frame Type Thermal Break? [ ] Yes [
Comments:
] No
Window 3: Metal Frame:Double Pane with Low-E, U-factor: 0.280
For windows without labeled U-factors, describe features:
# Panes France Type Thermal Break? [ ] Yes I
Comments:
] No
Doors:
1. Door 1: Glass, U-factor: {).280
Comments:
Floors:
1. Floor 1: All-Wood JoisUTrass:Over Unconditioned Space, R-38.0 cavil3' insulation
Comments:
Air Leakage:
Joints, penetrations, and all other such openings in the building envelope that are sources of air
leakage must be seaied.
Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly
with a 0.5" clearance fi.om combustible materials. If non-IC rated, the fixture must be installed with a
3" clearance from insulation.
Vapor Retarder:
Required on thc wa~Tn-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
Materials and equipment must be identified so that compliance can be determined.
Manufacturer manuals for 'all installed heating and cooling equipment and service water heating
equipment must be provided.
Insulation R-values and glazing U-factors must be clearly nmrked on the building plans m' specifications.
Duct Insulation:
Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
Retm'n ducts in unconditioned attics or outside the building mnst be insulated to R-4.
Supply ducts in unconditioued spaces must be insulated to R-8.
Return ducts in unconditioned spaces (except basements) must be insulated to R-
Return ducts in unconditioned spaces (except basements) must be insulated to R-2..
Insulation is not required on return ducts in basements.
Duct Construction:
[ ] All joints, seams, and connections must be securely fastened with welds, gaskets~ mastics (adhesives),
mastic-plus-embedded-fabric, or tapes. Iapes and mastics must be rated UL 18lA or UL 18lB.
Exception: Continuously welded aud locking-t)pe longitudinal joints and seams on ducts
operating at less than 2 in. w.g. (500 Pa).
[ ] The E1VAC s3'stem must provide a means for balancing air and water s3'stems.
Temperature Conlrols:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
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[ ]
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Electric Systems:
Separate electric meters am required for each dwelling unit.
Fireplaces:
Fireplaces must be installed with tight fitting non-combustible fireplace doors.
Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction
provisions of the Budding Code of .Vew York ~tate ~ the Residential Code of ~Vea' York State or
the Neu' York Ct.tv Building Code , as applicable.
Service Water Heating:
Water healers wilh vertical pipe risers must 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 s3 stem.
Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
Insulate cimulating hot water pipes to the levels in Table 1.
Swimming Pools:
All heated swimming pools mnst have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable soumes. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
I-IVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
· Table 1: Minimum Insulation rhlcknessfor CirculatlngHot Water Ptpe~
][narration Thickness in Inches by Pine Sizes
Heated Water Non-Circulafine Runouts Circulatine Mains and Runouts
Temperature ( Ft Up to 1" IJp to 1.25" 1.5" to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum lnsulatlon Thickness for HVAC Ptpe&
Fluid Temp. hlsnlation Tlfickness in Inches bx' Pine Sizes
Pirfine System Txnes
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5
Low Temperature 120-200 0.5 1.0
Steam Condensate (for feed ware0 An)' 1.0 1.0
Cooling Syslems
Chilled Water, Refrigerant, 40-55 0.5 0.5
and Brine Below 40 1.0 1.0
~ 2.5" to 4"
Ranee ( F/ 2" Runouts l" and Less 1 '" "
1.5 2.0
1.0 1.5
1.5 2.0
O.75 1.0
1.5 1.5
NOTES TO FIELD (Building Depallment Use Only)
October 15, 2005
I hereby give, Kevin St~key, permission to apply for permits for the construction to mke
place at:
6242 Peconic Bay Boulevard
Laurel, New York 11948
B~rbam S. Hess
SURVEY FOR
BENNET J HESS & BARBARA S. HESS
A T LAUREL
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
1000 - 128- 02- 04
Scale: 1" = 40'
Oct. 8,1992
CERTIFIED TO~
BENNET J. HESS
BARBARA S, HESS
AREA = 41,899 sq. ft
to tie lines
Prepared In accordance with the minimum
standards for t/tie surveys as established
by the L.LA.L.S. and approved and adopted
for such use by The New York Slale Land
Tille Association.
P.
MAIN
SOUTHOLD,
Y,S. LIC. NO. 49618
P,C,
N,Y, 11971
.q9-~77
KITCHEN
1ST FLOOR PLAN
NEW ERIOK
POROH
BEDROOM
8M16" POURED CONCRETE
FOUNDATION PLAi~
NEW ROLLED ASPHALT
NEW SIDING TO
MATCH EXISTING
EAST ELEVATION
NEW ROLLED ASPHALT
NEW DOUBLE
GLAZEDWINDOW
NEW 36"HIGH
RAILING
NEW SIDING TO
MATCH EXISTING
WEST ELEVATION
NEW FIBERGLASS
DOOR (TYP,)
NEW ROLLED ASPHALT
IGLE ROOF
SOUTH ELEVATION
NEWDOUBLE
GLAZED WINDOW
(TYP,)
NEW 36" HIGH
NAILING
NEW DOUBLE
GLAZED WINDOW
(TYP)
MAX.
-- NEW 36" HIGH
RAILING
SCOPE OF WORK:
- Demolition of rear steps.
- Construction of new 1 -story addition.
WINDOW SCHEDULE:
NOTE ALL WINDOWS TO HAVE SCREENS,
-.w.,, SITE PLAN
~Q~O "7'7~URVEY BY PECONIC SURVEYORS
APPROVED AS NOTED
DATED OCTOBER 8, 1992
/ ...._. .... 8CTM: 1000-128-02-04
DATE~/.Z~.z-/,~'. 8.P.#~ SCALE: 1"=40'
FEE:__ ¢'¢~ ,, BY: ~
NOTIFY BUILDING DEPARTMENT AT NOTES:
765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS: General:
1, FOUNDATION · TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMSING
3, INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O,
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENT8 OF THE CODES OF NEW
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
I - Occupancy classification - Residential Group R-3
2 - Type 5 - Wood framed construction to be utilized,
:BPONSIBLE FOR
ERRORS,
3 - Building height - 11-6", fire area - 181 s,f,
4 -The contractor is to verify all measurements in the field and any
discrepancies are to be brought to the attention of the Engineer
pdorto~onstruction, RETAIN STO-tI¢
I~IR~ TO SEC h,,I, 45q 0C '
RCERTIFICATION Eleufrlcal Notes:
CONTENT BEFOREt. All electrical work shall be installed by the owner or a ~ettiflad
TE ~ ~CUP~ectrialan,
,SOLDER USED IN WATER
WINDOW NOTES: ,.RUPPLYSYSTEM CANNOT 2 - All electrical work shall be In accordance with the National Electdo
D 2/~ O OF
1- Windows and doors ars to te wood with double pane Iow ~-~-E 1% LEAD. Code,
with a max, Uvalueof 0.28. !
CERTIFICA TJON OF 3 - All smoke detectors shall be installed in accordance with NFPA 72
: I I G&CO
2- Windows and doom are to~or~orm with the Allowable Air I ~ra/~nN NNECTION~'. and tooal codes.
Rates specified in section 502,!~4,1 In the New York State EnergyREQUIRED.
Install Smoke Detectors in:
/~,~atlon Construction C~e, -All bedrooms
/~'- 3- Wj n~dows and doom are to~e equipped with removable plywood -Hallway at 2nd floor
-Living room
// panels as shown in detail on $2 or shall meet the requirements of the
La ge Hiss le Tea of ASTM E1996 fo 120 mile pa hour wind leads. 4 - The detectors are to be wired to the ballding's main electrical
~.- Windows shown are manaautured by Anderson, ALL CO~I'~UCTIO~ SHALL service and be equipped with battery ba~k-up.
ME~' THE'REQU REMENTS OF.T~EFhe detectors shall be
* CODE ...... YUH,..,
5-Windewsdosignated havifrseopenablearsaof5,Ts,f, i~r',~u~w"--~TATE- wiredsothatoperalionofanysmoke
Beteufor shall ~ause the alarm to sound at the others,
6 - Contractor to verify rough ~pening dimensions with manufacture 6 - Carbon monoxide detectors must be installed on each floor of the
prior to framing, ~D ~O~~acc°rdance with Suffolk County specificationB,
COMPLY WITH CHAPTER "46"
SCALE. 1/4"=1'-0"
Drawn by: JJC
Date, 1112112005
Condon Engmeenng, P.C.
1755 Sigsbee Road
Mattituck, New York 11952
(631) 298-1986
HESS RESIDENCE
PECONtC BAY BLVD.
LAUREL, NEW YORK
FLOOR PLAN
& ELEVATIONS
S-1
I I
(3) ~
COLUMN
2~HEADER
(2) 2~6
ROOF PLAN
121 2x6
ta) ~s
CUTOUTACCESSTO
CRAWLSPACE
8' CMU FOUNDATION
COLUMN
1ST FLOOR PLAN
3"PVC I
PVC~
Pitch
1st Floor Bathroom
Waste
TO EXISTING SANITARY PLUMBING
PLUMBING RISER DRAWING
1st Floor Bathroom
CONNECT TO EXISTING
WATER SUPPLY
Notes:
* Owner to select fixture modst, make, and co[or,
* All work and malerials shall be in accordance with Ihs New York Stale Building Code and Local Plumbing Cedes.
* All water lines within the buildings are to be Type "L" topper tubing. All solper joints am to be made with
lead free solder in accordance with local and Slele ~o~es.
* All horizontal waste and vent runs of 2 inch waste pipe aa le pitched at ~4 inch per foot. The 3 inch waste
and vent piping should also have a Y4 irish per foot ¢(~ wherever possible wilh a minimum pitch of Ya inch per footi
* Provide all vents shown in the drawings, as required by the Plumbing Code, and as necessary to pmverd siphonage
or back pressure on the trap seals.
* Provide cleanouts as shown in the drawings. Provide18 inch clearance atall trap Iocalions.
* All waste and vent pipes and water supply pipes s~nll be suppoded by pipe hangers, he hangem ~all be inst~led
at a maximum spacing of 4 feet. All veifiical runs am iff be supporled as required by local and State Codes.
* All water supply piping is to be insulated with 1 inth tick cylindrical molded glass fiber type insulal~on with a 3 Y2 lb. denm[y.
* pressure Test all wasle and vent piping at the ooneetion of rough in. Tightly close all openingsin the piping ayslem,
and fill with water to a point of overflow, but not less than 10 foot heed of water. The water Mvel is to remain level f~r a
minimum of 15 minutes to be considered leak free.
* All water supply piping is le be pressure lasted. 'TheJnltial test is with no connection to the fixtcres and is to be done
by capping all openings and pressurizing the piping system with compressed air to a minimum pressure of 150 psig.
The pressure is to monitored for 2 hours and will be mnstderad to be leak free if the pressure remains constant dudng
the test period. After successful completion of thisIesl, the fixtures are to be oBonected and the aystam is to be teated
at a pressure of g0 psig for a period of 2 houm.
* The water supply system shall be denned by filling he system with water/chlorine solution with at bast 50 ppi of chladne.
The piping is to isolated and allowed to slend for a pedod of 24 hours. The system is to be tlushed at the complelJon of the test.
* Install bstI valves at Ihs locations shown on this dre~ing. Aisc installed gate valves for hot and cold water at all f~xtures. All
exposed water supply and waste piping to flxturesand the valves are to be 87% brass pipe chromium plated.
* Run water supply piping to fixtures concealed within watts and horizonlelly to fixtures. All pipes are b be equipped wiIh
chrome plated eschuleons at all exposed floor and w~II penetrations.
PLUMBING RISER DRAWING
ROOFING
-- EXISTING/~PHAI T
SHINGLE ROOF
2"CONTINUOUSVENT
2X6 WOOD SYUDS 16"
cc WITH
R-21 FIBERGLASS
INSULATION
i75X7~LVL
GIRDER
SIMPSON HUS28
JOIST HANGER
-EXISTING ROOF RAFTERS
Typical Wall and Sill
Strapping Deleil
8II TYP
EX8 ACQ SILL - CONTINUOUS
~4IIpLYWDOD
SUSFLDOR
2X10 FLOOR JOLSTS te 18' O C
R-38C FIBERGLASS
INSULATION
CR&WL BOBOE
e'CMU FOUNDATION
TSLAB
10 MIL VAFOR
BANRIER
POURED CONCRETE FOOTING
EXISTING CMU WALIJ~OUNDAT]ON
ANn POU~ED CONCRtETE FCOTING
SECTION A-A
8 SCREWS 12"O.C.
(TYP.)
"PLYWOOD
PLASTIC-COATED PERMANENT WOOD
FRAMING-
(TYP,)
'3" No. 8 SCREWS 12" O,C,
DETAIL A - TYPICAL ATTACHMENT OF
PLYWOOD OPENINGS PROTECTION TO
WOOD-FRAME BUILDING
Alternate to 120 MPH Certified
Window Installation
Plywood Panel Window and Door
Protection for Wood Framed
Buildings
LIe HT WOOD-FRAME WALL
/
PLYWOOD OPENINGS PROTECTION;
THICKNESS DEPENDS ON WINDOW
OPENING WIDTH (I)
NOTE: IN LIEU Of SCREWS, LUGS
WITH NUTS AND WASHERS MAY BE
USED
SIMPRON/STA38
STRAP
Typical Window and Door Header
Strapping Detail Each Corner
NTS
Plans are prepared by Condon Engineering, P,C. It is e~Aolsttcn of the Ndew
York State Education Law, Article 145, Setetcn 7209, for eny pemon unltess
aofing under the direction of a licensed Probssional EnCase', Architect,, or
Land Surveyor, to alter any item in any way. If an Item bearing the seal m f an
Engineer, ArchNete, or Lend Surveyor is altered, the eJtering Engineer,
Arohilete, or Land Surveyor shall affix to the item hie/her seal and the neoteaon
"Altered by" followed by his/her signature and the date of such aNerstions, end
a specific description of the eJteraben.
SCALE: AS SHOWN
Drawn by; J JO
Date: 11121~005
Zone I Zone 2 Zone 3
Nmhng Requirements for 120 MPH, 3 Sec Peak Gust,
®
®
NAILING ZONES FOR ROOF SHEATHING IN
120 MPH PEAK GUST WIND ZONE
SCALE: 114 = D-OII
Design Loads:
- Roof-Live Lead -35.5 psf
Based on ASCE-7 and Pg: 45 psf
per Figure R301.2(51
- Dead Load - 15 ps/
- 1st Fl(~r - Live Load- 40 pst
- Dead Load - t5 pef
-Wind Loads- 120 mph-ASCE-7
MWFBS - Method 2
Component and Cladding - Details from
WFCM TABLE 3.8
Framing Notes:
The contractor is to verify all measurements in the field and any discrepancies
are to be brought to the attention ef the Engineer pdor to construction.
Wood Framing
I - All lumber is to be No. 2 or better Douglas Fir Larch (N) with the following
minimum specifications:
fb = 825psi
Fv= 95psi
fc perp=625 psi
e = 1,600,000psi
2 - Alt Laminated Veneer Lumber is to have the following minimum speci~cdJons:
fb: 2,900 psi
Fv = 2~ psi
Fo perp: 650 psi
E = 2,000,000 psi
3 - All beams fabricated with multiple Laminated Veneer Lumber boards are to be
nailed/belled in accordance with the manufacturer's specBcstiens.
4 - All straps, connectors, plates, bolts, nails, etc. are b be galvanized or
stainless steel. Designated connectors, strap etc. on these drewlnge are made by
Simpson unless indicated otherwise. All connectors, straps etc. are to be
nailed/bolted in accordance with the manufBoture¢s specifications.
5 - All ftcor sheathing is to be 3/4 inch AC type plywood, tongue and groove, with
an ARA span rating of 48/24. Floor sheathing shall be glued and screwed to the
floor joisto ( 6" CC edges and ~2" CC field ).
6 -Ail wall sheathing is to be 15/32 inch APA Rated Exposure I plywood and
shall be nailed with 8d common nails 6' CC edges and 12" CC field.
7 - Solid blocking is TO be insletied every 8' max or mid span of ell floor joists with
spans exceeding 8'.
8 - Double joists are to be installed below parallel walls.
9 - Blocking is to be installed at all point Icad beadng points,
10 - Walls are to be framed with 2x4 inch studs spaced 16 inches C.C. unbss
indicated othen,;,ise.
12 - All joist and beam hangers and fasteners used on the ex~ador are to be
Simpson Type 304 or 316 SleinMss Steel.
foundagon Notes:
1 - All concrete 3,500 psi after 28 days minimum.
2 - All rebar ASTM A-6t5 Grade 60.
3 - Footings and pilings are to be installed on undisturbed virgin soil. The
bottoms of all feotings are to be installed a minimum of 3' below grade unless
[ndtcatad otherc4se,
4 - The Engineer is to be contacted if unacceptable or questionable soil is
encountered dudng excavation, Unaccepleble soil is soil containing day and/hr
organic maledst.
5 - Backfill along foundation walls to be installed is to be clean material and is b
be mechanically compacted th 6 inch lifts.
6 - Underpin existing toundadon as necessary. Engineer TO be notitied if any
underpinning is necessary.
Design Cfilefia - NYS ResidenfiM Code R301,2ifiifi and utilized
the methods and procedures stipulated In Chapter 2 Engineered
Design and Chaplet 3 Prescdpflve Design in the Amedoan Forest
and Paper Assodattcn Wood Frame Construclion Manual for One
and Two Family Dwelling Units - High Wind Addition and ASCE 7.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
~round Snow Load Wind Speed Seismic Weathadng Frost Line Termite ! Decay Winter Design Ice Shield Flood Hazard
Depth Temp. Undedaymerd
Required
45psf 120 mph A Severe 36in. Moderate Slight to 11°F Yes
to Heavy Moderate
Condon Engineering, P.C.PECONICBAYBLVD,
1755 S[gsbee Road LAUREL, NEWYORK
Mattituck, NewYork11952 FRAMING PLAN &
(631) 298-1986 DETAILS PLAN