HomeMy WebLinkAbout30829-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31332 Date: 12/13/05
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 2386 HYATT RD SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 54 Block 1 Lot 4
Subdivision Filed Map No. Lot No_
conforms substantially to the Application for Building Permit heretofore
filed in this office dated NOVEMBER 9, 2004 pursuant to which
Building Permit No. 30829-Z dated DECEMBER 7, 2004
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is SINGLE FAMILY DWELLING WITH REAR DECK & UPPER BALCONY AS APPLIED FOR
& AS PER CONDITIONS OF ZBA 44939 DATED 7/19/01.
The certificate is issued to FREDRIC FABIANO & HILDA HUTCHERSON
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0117 12/05/05
ELECTRICAL CERTIFICATE NO. 2061178 11/02/05
PLUMBERS CERTIFICATION DATED 11/09/05 AZZARA PLUMBING
Authowrized Signature ^.
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALT.
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
Ibis application must be filled in by typewriter or ink and submitted to the Building Department with the following
A. For new building or new use:
I Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fotnl).
3. Approval of electrical installation from Board of Fire Underwriters.
J. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 10,0 lead,
5. Commercial building, industrial building, multiple residences and similar buildings and installations. a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
;Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
futures.
?. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I- Certificate of Occupancy - New dwelling 525.00, Additions to dwelling $25.00, Alterations to dwelling, S'_5.00.
Swimming pool $25.00, Accessory building 525.00, Additions to accessory building S25 00, Businesses 55t) 00
_. Certificate of Occupancy on Pre-existing Building - $100.00
3 Copy of Certificate of Occupancy - 5.25
d. Updated Certificate of Occupancy - $50.00
>. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00
Date. 11/9/05
New Construction: XXXX Old or Pre-existing Building: (check one)
LocationofProperty: 2386 Hyatt Rd. Southold
House No. Street I lamlct
Owneror Owners of Property: Dr. Fred Fabiano, Dr. Hilda Hutcherson
SUltolk County Tax Map No 1000, Section 54 Block 01 Lot 04
Subdivision Property at Hortons Point Filed Map. Lot _
Permit No, 30829 Date of Permit. 12/7/04 Applicant: Pat Moore
I lealth Dcpt. Approval: R10-01-0117 Underwriters Approval: 2061178
Planning Board Approval: _
Kequest for: Temporary Certificate Final Certificate: XXXXX (check one)
Fcc Submitted: S
___ Tnlanrl i-Tnmac IyZGy
Applicant Signature
Co - 3133�
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5 BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
Cj 40 FULTON STREET — NEW YORK, NY 10038 5
5 CERTIFIES THAT 5
5 Upon the application of upon premises owned by
5 JIM SAGE ELEC. INC. HILDA/FRED HUTCHERSON/FABIANO
5 P.O. BOX 38 2386 HYATT RD
r5 GREENPORT, NY 11944-0038, SOUTHOLD, NY 11971 5
Located at 2386 HYATT RD SOUTHOLD, NY 11971
5 Application Number: 2061178 Certificate Number: 2061178 {5
Section: Block: Lot: Building Permit: BDC: ns11 5
5 a Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of j
electrical devices and wiring, described below, located in/on the premises at: 5
Basement, First Floor, Second Floor, Outside,Attic,
5 5 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 5
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5
5 2nd November,2005. 5
5 Name (QTY Rate Ratio Circuit Type
5 Alarm and Emergency Equipment Ij
5 Sensor 2 0 Carbon Monoxide
Transfer Switch 1 0 60 amp
5 Appliances and Accessories 5
5 Range 1 0 12.1 KW
5 Dish Washer 1 0 1.2 KW 5
5 Hydro Massage Tub (Therapeutic 1 0 c5
CSJ Pump Motor 1 0 1 H.P. C
5 Furnace 1 0 Oil •�
5 Exhaust Fan 2 0 F.H.P. 5
5 Air Conditioner 1 0 60.000 BTU 7
Air Conditioner 1 0 36.000 BTU
Wiring and Devices
Outlet 101 0 Fixture
r5Fixture 101 0 Incandescent
j Outlet 121 0 General Purpose 1
5 Receptacle 58 0 General Purpose Seal 11111
5 Switch 78 0 General Purpose rj
Continued on Next Page 1 of 2
IS,
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5
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5 BY THIS CERTIFICATE OF COMPLIANCE THE S
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
40 FULTON STREET — NEW YORK, NY 10038 5
5 CERTIFIES THAT 5
Upon the application of upon premises owned by
5 JIM SAGE ELEC. INC. HILDA/FRED HUTCHERSON/FABIANO 5
5 P.O. BOX 38 2386 HYATT RD 5
C5 GREENPORT, NY 11944-0038, SOUTHOLD, NY 11971 55
c� Located at 2386 HYATT RD SOUTHOLD, NY 11971 r`l
Application Number: 2061178 Certificate Number: 2061178
5 Section: Block: Lot: Building Permit: BDC: ns11 5
Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: 5
5 Basement, First Floor, Second Floor,Outside,Attic,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to be in compliance therewith on the2nd Day of 5
November,2005.
S5 Name QTY Rate Ratin Circuit Type C5,
Receptacle 1 0 20 amp Laundry L��J
5 Receptacle 1 0 30 amp Dryer 5
Paddle Fan 7 0
5 Disconnect 2 0 60 amp Air Conditioner rC
5 GFCI Circuit Breaker 1 0 20 amp Appliance
5 Receptacle 6 0 GFCI 5
SService
1 Phase 3W Service Rating 300 Amperes 5
Service Disconnect: 2 150 cb 5
Meters: I 5
5 5
5 sea/
5 2 of 2 5
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5
5 5
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Tcnn Hal', 53095 Main Road _ Fa. (510) 182?
,r
P. 0. Box 1179 Tr;ie pnane
So_,nold, New York 11971 -
1
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
C E R T I F I C A T I O N
DATE: 11/9/05
Building Permit No . 30829 Z
Owner : Dr. Fri Fabiano,Dr Hilda Hutcherson
( please print )
Plumber : Azzara Plumbing
(please print)
I certify that the solder used in the water supply system
contains less than 2/10 of 1% lead.
( Plumbers Si ature )
Sworn to before me this
^11_i�_ day of �JDW it 39a�S
Notary Public, & _ Countyvv
\
REGINA R. GUEVARA
NOTARY PUBLIC,STATE OF NEW YORK
No.01GU6089338
QUALIFIED IN SUFFOLK COUNTY
MYCOMMISSION EXPIRES MARCH 24,20107
2/ 2
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cusroM sun.oeleF
sm i1�
310 W9WnWAL%ROAD
MATrrrucK, N.Y. 1 TW2
Rn.ASWO s
11/9/0!5
I Dr. Fred Fabiano am the owner of a new dwelling at 2386
Hyatt Rd.,3outhold,N.Y. .I am requesting 'Chat I be allowed to
wait until the spring of 2006 to plant grass seed on my property.
TYue. to the fact that it is so late in the growing season.I
acknowledge that i will be responsible for the planting of
graaa seed.And that the contractor (Inland Homes) is not
responsible for this planting.
/4X4�,j ��
Dr. FYedUabllaino
APPEALS BOARD MEMBERS
OOS�FF�(�C Southold Town Hall
Gerard P. Goehringer, Chairman `� VZ%, 53095 Main Road
\\\�J James Dinizio, Jr. p P.O. Box 1179
Lydia A. Tortora W Southold,New York 11971-0959
Lora S. Collins �1, • �`F ZBA Fax (631) 765-9064
George Horning 'lIQ! ��� Telephone(631) 765-1809
BOARD OF APPEALS
TOWN OF SOUTHOLD
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF AUGUST 16, 2001
Appl. No. 4939 —JANET WOCKENFUSS 1000-54-1-4
STREET & LOCATION: 2386 Hyatt Road, Southold
DATE OF PUBLIC HEARING: July 12, 2001; July 19, 2001.
FINDINGS OF FACT
PROPERTY FACTS/DESCRIPTION: The subject property is an undeveloped lot on the
Sound in Southold, reached by a right-of-way that ends at the southeasterly corner of the
property. The lot measures 26,675 sq. ft., but more than half of this area is on and below the
Sound bluff. The area above the bluff measures 100 feet deep from the bluff by 113.94 feet
wide along the southeasterly lot line.
BASIS OF APPEAL: Building Inspector's Notice of Disapproval dated January 8, 2001,
denying a permit to build a house on the property because the proposed building envelope
showed setbacks of 30 feet from the bluff (31 feet from the Coastal Erosion Hazard Line)
and 20 feet from the southeasterly lot line. Code section 100-239.4A(1) requires a 100-foot
setback from the bluff and section 100-2448 requires a 40-foot front yard. The Building
Inspector determined that the southeasterly yard of the proposed house is a front yard.
AREA VARIANCE RELIEF REQUESTED: Applicant requests variances from both the bluff
and the front yard setback requirements, sufficient to permit a house to be built on the
property. Applicant stated that the 50 x 50-foot building envelope which was set forth in the
Building Permit application, and the basis for the Notice of Disapproval, was proposed
simply to show that variances are needed to Wild a house on the property.
REASONS FOR BOARD ACTION, DESCRIBED BELOW: On the basis of testimony
presented, materials submitted and personal inspection, the Board makes the following
findings:
1. The subject property was created in 1967 by an approved division of a large family
parcel on which there was one house. The intention was to allow family members to build
one or more additional houses. Applicant's proposed construction is the first such house
to be proposed. As a consequence of the 1967 land division, the subject property is
bordered by family-owned lots (and the Sound) on the northwest, northeast and southeast.
2. The buildable area of the property measures 100 feet deep from the top of the bluff
by 114 feet on the southeasterly lot line: In light of the setback requirements now in the
Zoning Code, no construction is possible without variances.
3. The Suffolk County Department of Health has approved a septic system located in
the northeasterly portion of the property. A report from the Suffolk County Soil and Water
T
1
Page 2—August 16, 2001 1
Appl. No. 4939—J. Wockenfuss
Re: 1000-54-1-4 at Southold
Conservation District states that the property is well covered in grass, that the bluff face is
heavily vegetated, and that the bluff toe apparently is not reached by high tide and is not
eroding. There is no evidence that construction of a house will have an adverse effect or
Impact on physical or environmental conditions provided there are suitable restrictions on
the construction activity and suitable provisions for controlling water runoff from the
house.
4. Viewed against the current setback requirements in the Zoning Code, the
variances requested by the applicant are substantial. However, the most restrictive
provision — the 100-foot setback from the bluff — was not in the Code when the lot was
legally created in 1967. Applicant stated a willingness to locate the house well back toward
the southeasterly lot line, which moves it away from the bluff but reduces the area that the
Building Inspector has identified as the front yard. Locating the house close to the
southeasterly lot line is reasonable, although the required front yard setback variance is
substantial.
5. Construction of a house as permitted by the action set forth below will not
produce an undesirable change in the character of the neighborhood or detriment to nearby
properties.
6. The action set forth below is the minimum necessary to enable applicant to
construct a house on her property while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
RESOLUTION/ACTION: On motion by Member Dinizio, seconded by Chairman Goehringer,
it was
RESOLVED, to DENY the application for variances for construction in the 50 x 50-
foot envelope specified in the application, and ALTERNATIVELY to GRANT a variance
authorizing setbacks for house construction, including any decks, of at least 45 feet from
the top of the bluff at the closest point and at least eight (8) feet from the southeasterly lot
line, subject to the following CONDITIONS:
1. The house shall be equipped with gutters and leaders adequate to collect all water
runoff and to direct such runoff to drywells located well away from the bluff.
2. The Zoning Board, its Chairman, or other representative, reserves the right to
inspect the property during and after all phases of construction.
3. The foundation over-cut shall not extend more than 15 feet around the house and
no closer than 30 feet from the top of the bluff.
4. Applicant agrees to place hay bales and use light construction equipment to
help mitigate any possible environmental damage during construction activities.
Page 3—August 16, 2001
• Appl. No. 4939—J. Wockenfuss
Re: 1000-54-1-4 at Southold
This action does not authorize or condone any current or future use, setback or
other feature of the subject property that violates the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
VOTE OF THE BOARD: AYES: Members Goehrin er, Dinizio, Collins, and Horning.
(Absent due to illness was Member Tortora.) T ' esol ionw du oto (4-0).
pproved for Filing — Gerard P. Go ringera J3%�
Chairman �a
s2edicl
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. 30829 Z Date DECEMBER 7, 2004
Permission is hereby granted to :
J WOCKENFUSS (FABIANO)
INLAND HOMES 315 WESTPHALIA
MATTITUCK,NY 11952
for
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH REAR DECK &
UPPER BALCONY AS APPLIED FOR PER ZBA DECISION #4939 ; 4 BEDROOMS PER H.D.
at premises located at 2386 HYATT RD SOUTHOLD
County Tax Map No. 473889 Section 054 Block 0001 Lot No. 004
pursuant to application dated NOVEMBER 9, 2004 and approved by the
Building Inspector to expire on JUNE 7 , 2006 .
Fee $ 1, 409 . 10
/r�-lb 64utCY t� 6- �✓
Authorized Signature
ORIGINAL
Rev. 5/8/02
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-5506
To: Town of Southold
Re: Framing/Strapping/Plumbing Inspection
Fabian
2386 Hyatt Rd.
Southold, NY 11971
Permit #30829
To whom it May Concern:
A Framing Strapping Plumbing inspection was performed on the above mentioned
property, and all framing Strapping and Plumbing was installed as per plan and meets all
state and local codes. A pressure test was also performed on the plumbing system and
met all the criteria. Any questions feel free to call.
of NEW Y
3 DEFp 9�r
L C�
w
�y Sih�erely
°O ,va 0725 �2
90FES$
James J. Dee ski
JAMES J. DEERKOSKI, P.E.
260 Deer Drive _.._
Mattituck, N.Y. 11952
(631) 298-5506
i
To: Town of Southold Building Dept.
Re: Strapping Inspection
Janet Wokenfuss
2386 Hyatt Rd.
Southold, NY 11971
Permit#29804-,-t 3a�-Qq
To Whom It May Concern:
After an inspection was preformed on the above property, it is deemed that all Strapping
was installed correctly, and meets all State and Local building codes. Any other
questions please call.
Si erely
t '
eel J. e koski
2 8 2005
JAMES J. DEERKOSKI, P.E.
f 260 Deer Drive
b
Mattituck,N.Y. 11952
(631)298-7116
To: Town of Southold Building Dept.
Re: Fabiano
2386 Hyatt Rd.
Southold,NY 11971
Permit#30829
To Whom It May Concern:
After an Insulation inspection was preformed on the above property, it is deemed that all
Insulation was installed correctly, and meets all building codes. Any other questions
please call.
Cj,
Sincerely
��ao fid• 072y�
R�FESStON James rkoskj
ho��OF solm
3 a P-1 7,
• ,1b
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING ['FINAL �.
[ ] FIREPLACE & CHIMNEY �[ �] FIRE SAFETY INSPECTION
REMARKS:
La- ,
All
r-
DATE �� I _ 05- INSPECTOR '�
3og �9z.
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING XFINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE J� - oS INSPECTOR
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ = , UNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:-
/Z
EMARKS: G
DATE O INSPECTOR
zi,
765-1802
BUILDING DEPT.
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: cr _.
zj-
DATE INSPECTOR
12/07/2004 10: 35 215-538-1638 PAGE 02
Permit Number
MECebeek Compliance Report Checked By/Dow
New York State Energy Conservation Construction Code
MECd wck Software Version 3.3 Release Ic
Data filename:Untitled
TITLE:Hutcheson-Fabian Residence
COUNTY:Suffolk
STATE:New York
HDD:5750
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE: 12/07/04
DATE OF PLANS: 10-24.04
PROJECT INFORMATION:
Home
COMPANY INFORMATION:
Chan Associates
COMPLIANCE:Passes
Maximum UA-524
Your Home-516
1.5%Better Than Code
Or Glazing
Area or Cavity Cont. or Door
Perimeter R V R-Val ui U_Facmr NA
Ceiling 1:Fit Ceiling or Scissor Truss 1650 30.0 0.0 58
Wal l:Wood Frame, 16"o.c. 3060 15.0 0.0 191
Window 1:Wood Frame,Double Pane with Low-E 426 0.320 136
Door 1: Solid 21 0.350 7
Door 2:Glass 128 0.550 70
Floor 1:All-Wood Joiarrruss,Over Unconditioned Space 1650 30.0 0.0 54
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building
plaits,specifications,and other calculations submitted with this permit application. The proposed systems have ban
designed to moat the New York State Energy Conservation Construction Code requirements. When a Registered
Design Professional has stated and signed this page,they are attesting that to the best of bisiher knowledge,belief
end professional judgment, ch plans orcrfi//cca,ati��are in compliance with this Code.
deN
BuilDesigeer e�d�e( "1� Date • T
6aED AR
•t C
e)
�F NEw
12/07/2004 10:35 215-538-1638 PAGE 03
MECcheck Inspection Checklist
New York State Energy Conservation Construction Code
MECchect Software Version 3.3 Release le
DATE: 12/07/04
TITLE: Hutcherson-Fabian Residence
Bldg. I
Dept. I
Use I
I
Celllaga:
( ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insWation
I
Comments:
I
Above"Gmde Walb:
( ) I 1. Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation
Comments:
wlWows:
( l I 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor:0.320
For windows without labeled U-factors,describe featurw
#Panea_Frame Type Thermal Break?[ ]Yes[ ]No
I Comments:
I
Doors:
[ ] I. Door 1:Solid,U-factor:0.350
Comments:
[ ] I 2. Door 2:Glass,U-factor:0.550
#Panes_Frame Type Thermal Break?[ ]Yes[ ]No
I Comments:
I
Floors.-
1.
loors:1. floor 1:All-Wood JoisNfruss,Over Unconditioned Space,R-30.0 cavity insulation
I Comments:
I
Air Leakage:
[ ] I Joins,penetrations,and all other such openings in the building envelope that we sources of air
I leakage now be sealed.
( ) I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate ak-tigbt assembly
widi a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a
I 3"clearance from insulation.
I
Vapor Retarder:
[ ] I Required an the warm-in-winter side of all non-vented famed ceilinlM walls,and floors.
I
Materials Ideatiftvatloa:
[ 1 I Materials and equipment must be installed in accordance with the manufaeturefs installation iustruaions.
( l I Materiels and equipment must be identified so that compliance can be determined.
( ) Marm hcnuer manuals for all installed heating and cooling equipment and service water beating
equipment must be provided.
( ) I Insulation It-values and glazing U-factors must be clearly marked on the building plane or speetficaioos.
I
Duct InaalNlon:
I l I Supply ducts in unconditioned attics or outsideust be insulated to R-g.
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12/07/2004 10:35 215-538-1638 PAGE 04
I l I Reran duets in unconditioned encs or outside the building must be insulated to R-4.
I ] I Supply ducts in unconditioned spaces must be insulated to R-g.
[ l Return duets in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return duns in basements.
I
Deet Construction:
I ] I Au johns,seems,and connections must be securely fastened with welds,gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapas. Duet tape is not permitted.
Exception:Continuously welded end locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g,(500 Pa).
I ] I Duets shall be supported every 10 feet or in accordance with the manuhcbuWs Instructions.
[ ] I Cooling ducts with exterior insulation must be coveted with a vapor retarder.
[ l I Air fillets ate required in the rettum air system.
I 1 The HVAC system must provide a means for balancing air and water systems.
I
Temperutare Controls:
I 1 I Each dwelling unit has at twat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
i
Electric Systems:
I ] I Separate electric metas are required for each dwelling unit
I
I Fimplaees:
I ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors.
I 1 I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
I provisions of the Building Code of New York Stare,the Residential Code of New York Stare or
I the New York City Building Code,as applicable.
I
Service Water Heating:
L ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] I Insulate circulating hot water pipes to the levels in Table 1,
I
Circulating Ha Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
I Swismhtg Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
Hating and Cooling Piping Insulation:
[ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the
I levels in Table 2.
O�P\�10,
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12/07/2004 10:35 215-538-1638 PAGE 05
Table l: M thmm liwldLn Ykkbum fo►C1bcmfm&g NW W&W POM
Insulation Thidmess in Indbs by Pipe Sines
Heated Water
TempCaon't(F) Upto 1" Up to 1,25" 1.51,to " Ove 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: MbsbwntlawAveloe ?1Ne nessjorRVACPon
Fluid Temp. ILg tdion Thidmaas L Inches by Pipe Sim
BRW SY=Tutton UM( 2"Runovis V and Less 1.25"to 2" 2.5"to 4
Readmit Systema
Low Preasure/fempaanure 201-250 1.0 1.5 1-5 2.0
Low TMPer 10" 120-200 0.5 1.0 1.0 1.5
Stam Coodsoms(for feed water) Any 1.0 1.0 1.5 2.0
co0mg System
Chilled Wats,Re*iW=t, 40-55 0.5 0.5 0.95 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
MOTES TO FIELD(Buil ft Delmbna t use Only)
� ,!a. . qRC
W��y=r''� & Ch0, tom^
F OF HE*
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT
Date: 09/27/02 Receipt#: 0
Transaction(s): Subtotal
1 Septic Permit-Construct- Resid. $10.00
Total Paid: $10.00
Name: Denicola, Peter
1695 Chablis Path
Southold, NY 11971
Clerk ID: BONNIED Internal ID:62841
TITLE NUMBER PAC-3252
VARIANCE SEARCH
JEANNE ANSTETT, BEING DULY SWORN DEPOSES AND SAYS:
THAT SHE RESIDES AT 386 MARCY AVENUE, RIVERHEAD, NEW
YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE
OFFICE MANAGER OF PECONIC ABSTRACT, INC., AND THAT
UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED
TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED
SCHEDULES. THAT SAID EXAMINATION MADE TO INCLUDE 112001
AND SAID TOWN TO DISCLOSE IF SUBJECT PREMISES IS IN FACT
SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE
CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE
DATE OF THE APPLICABLE ZONING ORDINANCE IS 4123157.
AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE BOARD OF
ZONING APPEALS OF THE TOWN OF SOUTHOLD AND TO REACH
ANY DETERMINATION WHICH REQUIRES AS A BASIS
THERETOFORE THE INFORMATION SET FORTH HEREIN AND
KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE
TRUTH THEREOF.
COMPANY LIABILITY IS LIMITED TO $25,000.00.
DATED: 3114101
SWORN TO BEFORE ME THIS FIRST AMERICAN TITLE
14th DAY OF MARCH, 2001 TITLE INSURANCE CO.
NOTARY PUBLIC
ftov n,
00"*ftn mvk"Domfe r 1s,0-%Q l
TITLE NUMBER: PAC-3252
Subject Premises: 1000.054.00.01.00 00 .000
Juell M. Bie
To
Juell M. Bie and Ragna Bie, his wife
Dated 3130145, Recorded 4125145 in Liber 2440 page 346 (premises and more)
Juell M. Bie - no proof of death
Ragna Bie, as surviving tenant
To
Janet Wockenfuss
Dated 5118168, Recorded 5123168 in Liber 6351 page 544 (subject premises)
Janet Wockenfuss
To 01 A
Janet Wockenfuss, as Trustee of The Janet Wockenfuss Revocable Trust r00 IV
under Agreement dated 412191 II
Dated 7126191, Recorded 9130191 in Liber 11343 page 587 (subject premises)
Together with Right of Ways to Soundview Avenue.
Subject to a Right of Way 8 feet wide across the northeasterly part of the
premises.
LAST DEED OF RECORD
Sworn to before me this PECONIC ABSTRACT, INC.
14th day of March, 2001
414-4 CA—U--C-e U 6--k'� by:
Notary Public Jegffne Anstett,
Office Manager
Notary PuwioC State of New yk
No. 0'VM08W/WSufto►k County
C0"Im",EwOm December 18,IID
TITLE NUMBER: PAC-3252
East of Subject Premises: 1000.054.00-01.00.005.000
Juell M. Bie
To
Juell M. Bie and Ragna Bie, his wife
Dated 3/30/45, Recorded 4125/45 in Liber 2440 page 346 (premises and more)
Juell M. Bie - no proof of death
Ragna Bie, as surviving tenant
To
John J. Bie
Dated 5118/68, Recorded 5123168 in Liber 6351 page 535 (subject premises)
John J. Bie
To
Ruth Ann Brown and Janet Wockenfuss
Dated 10128176, Recorded 11/5176 in Liber 8135 page 150
Janet Wockenfuss 112 interest
To
Janet Wockenfuss, as Trustee of The Janet Wockenfuss Revocable Trust
under Agreement dated 412/91
Dated 7/26191, Recorded 9/30/91 in Liber 11343 page 590
LAST DEED OF RECORD
Sworn to before me this PECONIC ABSTRACT, INC.
14th day of March, 2001
U C<-A4 by: �
Notary Public Je a Anstett,
Office Manager
MICHELLE VAIL
Notary Public,State of Now York
No. 01VA4M79"uf Ik county
Commission Expkes December 16,20 I
TITLE NUMBER: PAC-3252
North of Subject Premises: 1000-054.00.01.00.002.000
Juell M. Bie
To
Juell M. Bie and Ragna Bie, his wife
Dated 3130145, Recorded 4125145 in Liber 2440 page 346 (premises and more)
Juell M. Bie - no proof of death
Ragna Bie, as surviving tenant
To
Ruth Brown
Dated 5118168, Recorded 5123168 in Liber 6351 page 541 (subject premises)
LAST DEED OF RECORD
Sworn to before me this PECONIC ABSTRACT, INC.
14th day of March, 2001
U-\( , Ck-LL'C.e USG by: �
Notary Public Jea a Anstett,
Office Manager
MICHELLE VAIL
Notary Public,State of New York
No. 01VA4989798-Suffolk County
Commission Expires December 18,20 LC t
TITLE NUMBER: PAC-3252
West and North of Subject Premises: 1000.054.00-01.00.003.000
Juell M. Bie
To
Juell M. Bie and Ragna Bie, his wife
Dated 3/30/45, Recorded 4125/45 in Liber 2440 page 346 (premises and more)
Juell M. Bie - no proof of death
Ragna Bie died 12/16/75 Suffolk Surrogates #475P1976 leaving Janet
Wockenfuss, Executrix
Janet Wockenfuss, as Executrix of the Last Will and Testament of Ragna Bie
To
Janet Wockenfuss and Ruth Brown
Dated 9128176, Recorded 10/6176 in Liber 8118 page 07 (premises and more)
Janet Wockenfuss 1/2 interest
To
Janet Wockenfuss, as Trustee of the Janet Wockenfuss Revocable Trust under
Agreement dated 4/2191
Dated 7126/91, Recorded 9130/91 in Liber 11343 page 593
LAST DEED OF RECORD
Sworn to before me this PECONIC ABSTRACT, INC.
14th day of March, 2001
by:
Notary Public Jearke Anstett,
Office Manager
MICHELLE VAIL
Notary Public,State of New York
No. O1VA4989798-Suffolk County
Commission Expires December 18,20 Q
TITLE NUMBER: PAC-3252
South of Subject Premises: 1000.054.00.01.00-016.000
Gerard Elburn Neyroud
To
Alexander T. Williams and Marian Ross Williams, his wife
Dated 8118148, Recorded 8123148 in Liber 2864 page 256
Alexander T. Williams died 5131156 in Nassau County
Marian Ross Williams, as surviving tenant
To
Walter R. Miller and Paula M. Miller, his wife
Dated 8130158, Recorded 913158 in Liber 4508 page 383
Paula M. Miller died 817195 Suffolk Surrogates #585A1995.
Walter R. Miller, as Administrator of Paula Miller
To
Walter R. Miller, Jr. and June Ann Miller, tenants in common, as to 50% interest
Dated 11117195, Recorded 1110196 in Liber 11757 page 695
LAST DEED OF RECORD
Sworn to before me this PECONIC ABSTRACT, INC.
14th day of March, 2001
Notary Public Jerne Anstett,
OManager
MICHELLE VAIL
Notary Public, State of New York
No. 01 VA4989798-Suffolk County 0
Commission Expires December 16,20
FIELD INSPECTION REPORT DATE
COMMENTS
°Q
FOUNDATION(IST) --
-- ----------
-------------------------------------
FOUNDATION
--------------------------------FOUNDATION(2ND) — --- -- --- —
z
� o
ROUGH FRAMING& --- -- ---- ,�3
PLUMBING ---- --
INSULATION PER N.Y. — _-- ------- ---
STATE ENERGY CODE -------------------
FINAL
ADDITIONAL COMMENTS
5 f' o -- O
- N m
of----------
---- — —
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 y 'c ',.',"r 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined iY 2004 Contact:
Approved_______ 200f Mail to:
Disapproved a/c
Phone:
Expiration , 20A
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date 20
INSTRUCTIONS
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 d regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
j ignature of applicant
ame if a corporation)
S7o zo /W0,97 �
Cie to// Jit/ //S 7/
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises /TPcI i c Irl✓' t a 770 �e�ti '�Y Cc 6i P s o N
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed w94 will be done:
a 3t(; Y z �� S�a40 i C/
House Number Stfeet Hamlet
County Tax Map No. 1000 Sectiones Block 0/ `Lot z
Subdivision Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy ✓l Ccin-l� « 6rA,?ac�
N{ti's
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building� Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear 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^NO
13. Will lot be re-graded? YES_NO—Will excess fill be removed from premises? YES,NO_
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF 141—)
�Lr. '-e ca C //e,y being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(C ractor, 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 1rowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this _-
7`f1 day of /1io ✓�rti-�u-^ 200y /
Notary,tublic Signature of Applicant
MELANIE DOROSKI
NOTARY PUBLIC.State of NewYbrk
No.01D04634870
Qualified in Suffolk County
Commission Expires September 30, 6
T
Bela lJ- 4VI" �NVT
�� `
. Applicant/ Date.
Owners Name:... (c 2eviewed:
Architect/ Date
6agineer: Jilt-7 Submitted:
SCTM #: ,c�
District: 1,000 Section: -- -5--�- Block: Lol: —
project Subdivision
Location: 3 _ Name:
r $igle&separate Required
cer(Ir;Zation: lyec f Nnl /
�•fy
Zoning Dislricl: (Lol size: ���',� � Actual: a�•�o�_I (Lot cuvcragc �I'rulx�sed I
i
R� / Rcq. i RW
(rron(Y#rd Proposed:�J (Sidc Yardj_` Proposed: I (Rear Yui �� I'roposod 1
Project Description:
d GENC'SUMTS Permit'.
RF,OUIRFD FOR REVIEW N.A. NO YM Number
Suffolk CountyHealth Dept.
Now York State. D. E:C. A ---�-
Town Trustees �✓U
Town Zoning Board approval:
Town Planning Board approval:
l
Flood Plane Elevation
Flood Zone: 0'Gc.•�cp[
Nbtasl
1 W7 - r J- ..M
t
V
�.�
s /
�v
SURVEY OF PROPERTY
U
AT HOR T ON S POINT
TOWN OF SO UTHOLD
SUFFOLK COUNTY, NEW YORK
1000-54-01 -04
`CALF: 1 "=40'
2� SSS O DEC. Il, 2000 ( prop. hse i
Mar /3, 2001 (odd'rr
,$p. May 2 �luaeu is-, cu..r✓1r-
JUNE k, 2001 ( certification I
20 Lh �O q^ E o o Y SEP'. 25, 2002 (re vfs/ op.
hseJ
APRIL 19, 2004 (cerlifflionsprJ
Ocl. 6, 1004 (house location/
PHL
654r.
OO. ri :,✓(�J FtiF
Test Hole ! e vSs
Br. Loom OL / / Q 61
an�y Ca; O
y
y { - O-
.
C�WF ✓ tjr 1 -
'-t,Or c% .T
sono qP @
°tir o� 0
- - 00, wQyGg
M t t ^ T
�0
CERTIFIED r0/ I�J1 pR 9S `Wyv
= - FREDRIC FABIANO
B LAVA HUTCHERSON
COMMONWEALTH LAND — 0 ,
- i I TITLE INSLtRANCE COMPANY rN E
A, zip
4
/ 8
A tcf r 'LTj c %I" Y� tAfD�
' AREA=26,675 S.F.
`4 SURVEY OF PROPERTY
AT HORTON' S POINT
TOWN OF SO UTHOLD
"-o-F SUFFOLK COUNTY, NEW YORK
�►� ��'o�, "-o- 1000-54-01 -04
r " $ rV '` SCALE: 1"=40'
C
,4/v �OL,�f ANOV 27. 2004
DEC. ll, 2000 f prop. hse. 1
r Mor. 13, 2001 !additions)
2 sMay 2, 2001 (Slaked Hse. Location)
h1 645 , u� .4V J' �*�
Ei1CAVATION Ill CTION REQUIRED
FOR SAMTARY SYSTEM
BY �TFI DEPARTMENT
rj �," i .1 � r Oa• � � 8'pOl�•
i! 1 ;� �� ro "
< Al 6 F C
'� t . r �/
Test Hole
I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
Br. L oam OLS v ,
a r / PERMIT FOR APPROVAL OF CONSTRUCTION FOR A
C ? y, Z t Oi SINGLE FAMILY RESIDENCE ONLY
p
Brown Ni - �o p� o •� ��a"TBIf DATES �kH.S. F.
ay O
APPROVED
<ZAle P a lip �o jo '
Carse ` FOR MAXIMUM OF �BEDROOMS
oto L oU _ `C) EXPIRES THREE YEARS FROM DATE OF APPROVAL
Coarse
San �, � \i}I* \
0�
LTERATION OR ALDITiON TD 'HIS SURVE( 'S A viO�ATfEN
CTIDN 7209 OF THE NEW YORK STATE EL�J�A . uN LAb. �
i
'T AS PER SECTION 7209-SUBD1ViSIDN 2. a ERTIFJ�A'UNS ��\ �� �0�
7N ARE VALID FDR THIS MAP ANG COPIES 'HFRrQF ",'VL' IF ko
MAP DR COPIES BEAR THE IMPRESSED SEA; DF THE SURVE+DR
SIGNATJRE APPEARS HEREON. r<<
a1
�n it4ar with h
te STANDARDS 0� NEIL Y0
JNSTRUCTION OF SUBSURFACE SEwN E c ��1. MEric 9�
:SA_ SYSTEMS FOR SINGLE FAMILv X= I Olh F
o c
mss
,vt abiae by the condltlons set and ae j b
a (,ler wt To COnStr'Uct.
-_ -ct�or TF wens and cesspools srUwr are CONTOUR LINES ARE REEE,REN:ED TO FIVE 'gi NO 4961£,
�Hra .Tnservatlons and or data o0tcl-ED o^ otr,ers EASTERN TOWNS TOPOGRAPH/(. MAPS INGVD.) PECONL. EA —
(631) 76 - �0 S AX (631 ) 765-1797
ore referenced to an assurled aG2.�r1 COASTAL EROSION HAZARD INE FROM COASTAL P. O. BOX 9 -
EROSION MAP PHOTO # 3 -5'O-A3 1230 TRAVELER STREET
AREA=28,675 S.F. SOUTHOLD, N.Y- 11971 0 0 — 3 � 3
TO rr t 1 a
x
SURVEY OF PROPERTY
i
AT HDRTON' S POINT
TOWN OF SO UTHOLD
-o
-F SUFFOLK COUNTY, NEW YORK
1000-54-01 -04
SCALE: 1 "=40'
NOV 27.DEC. 1l, 2000( prop. hse. I {
1 S . Mor. 13, 2001 loMfions)
Sp. '•
Mal 2, 2001 (Slaked Hse. Localion)
w �E �' Q� O / JUf+AE R, 2001 ( cerfificol/on J
SEPT. 25, 2002 (rev pr . hse.)
APW 19, 2004 (cer lw�s)
O ` Oct, 6, 2004 (house locoflon)
)4bY. .4 ZoU4-(st`t f36 f3Qp hc. j
l ? -r .G '' Nov 3 r 2004 ra,wc�t®-c
f� N ",
5 Y.
Test Hole
Br. Loom OL I a
; Sandy Clay
'tiO �°-j/ f I
, -
i
?0 � �l/ ✓
„� �towr, N- �.° �" � k5� ;.;, ,. � i .� , •QC•gM�gIF ,I
� C1� C_ �-� � V ti - cr ♦i r I
✓
F,nt
Coarse v
Sand SP 1$ `
GiyT of
.�y ) yam\
AL TERATIOty CR 4„L:TIuN 7C THIS SUR ✓ '` < �_A`. ��! -
6
SECTION 72C> OF HE NEw WORK SrATr � • � -
-PT AS PER SEC h 7209-SJBDiVfS,7P A-
X-ON ARE VAL:jr FOR "HIS MAP ANL _Or'IES 'Hc k_�t 1jNL pz:,
1 MAP OR �OFIES BEAR Tic' IMPRESSED SEAL 7 "rE Sjr"Er, h' _ --
SE VIINATURE APPEARS HEREON
OF NEW y
CERTFAED TO y � ,1.MEp�c DF
-Q
NSTR} 7 pti , P PvACF wA F d Lau lF1rlT�SON
�/ {, J . � AVO L 7W LAND
Sy� T '+�C t k j�VGL ` �+�' . r �:..t_ x �Q�l+ r ��AGA�, CO ANY
ra G
w ik ab �e ipY ter,= C/1�,t;, ,r,s - ''r Q� t' .., ,;nq STAKL
L ; �.4968
�
/*E
:pip tip - 0n0 -c-55P is St ran r,or j =� CON TOUR LINES ARE REFE�i` CET) TO FIVE
` WPl
r ei� ase . -nns ur�U �r a�iu yrta�ne5 rC: _ �� = EASTERN TOWNS TOPOGRA CAMPS (NGVD.I P( _�^JIB EvJ,4S
'
LOIF 10' 7r5 COAERION HA7ARdFRObASTAL it 76 S - SL�2
30Y `J9
�' P •��. AB+eMc S.F.
EROSION MAP PNC'TO $ 3& 70 83 __
ML,vUMPIr AM=28t675!a/ laj71. * (t ?RA ✓c-Eic k�c
SCDHS REF. # RIO-01-0117
SURVEY OF PROPERTY
AT HORTON' S POINT
TOWN OF SO UTHOLD
°'� SUFFOLK NEW YORK
4 K COUNTY
1000-54-01 -04
r� kF,y� cgtir wti SCALE: C-40'
2� S GSS �7 NOV '27, 2000
T&iveway.
/�
O p V • 9• Gf�SE �Q Z E DEC. 1/, 2000 / prop. hse. J
S , �~ b �' Mar. 13, 2001 (odddlons)
f �Q�� /� � �� � SanySteM Lot to be '. _ May 2, 200/ (Stoked Ilse. Location)
JUNE 8, 200/ ( certification J
\ o x OdSEPT. 25, 2002 Irevisi ' pro hse.)
c p
APRIL 19, 2004 (cerfiflPd►iansf
Oct. 6, 2004 (house location)
♦•� 77 i ^ tJov. �r Lvo k [ r. fig
Dec /, 'Loc + (re",
d'
APRIL 5, 2005 rloundation)
ti / °` '� �`gss� �Ol✓Jr.
AUG. 18, 2005 (FINAL)
6C . i 7 � V`. n� 9� Cd�y �No✓. ''L� mo�5 �. �.
Test Hole k' j y 31 •'H �FNIc`
Br. Loam OL
0.
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SC
2.
B/ro ay nCL N/°i �y' ,Q �� •� CgCq�rBJF
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oa
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l Fi
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o T oc- \ 0�
NY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 43 �qY \ t
4
SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ���' \ G
XCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS
=REON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
,AID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
HOSE SIGNATURE APPEARS HEREON. 4.FY L NO v 2 4 ,005
CER
7am TES familiar with the STANDARDS FOR APPROVAL FREDRIICOFAB/AN4��OFNEw
JD CONSTRUCTION OF SUBSURFACE SEWAGE ` p 8 LINDA HUTCHER SON �
SPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES X= LOIN COMMONWEALTH LAND gor�S T?Q�
,id will abide by the conditions set forth therein and TITLE INSURANCE COMPANY A
,) the permit to construct.
� _ srnr�
e location of wells and cesspools shown hereon are CONTOUR LINES ARE REFERENCED TO FIVE N0. 49618
^om field observations and or data obtained from others. EASTERN TOWNS TOPOGRAPHIC MAPS (NGVD.) PECONIC P.0
evations are referenced to an assumed datum. COASTAL EROSION HAZARD LINE FROM COASTAL (631) 765 - FAX:(631) 765-1797
■=MaNUMENr AREA=26,675 S.F. EROSION MAP PHOTO # 56 570-83 P. O. BOX 909
1a'),n TP4v�71 9-0 cTP�-�-r
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DE_T41L CERT
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ED A'4C HUTCHERSON - FABIANO RESIDENCE
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_ FaF ri y CHORNO ASSOCIATES
architects. planners. interior design
dUAKERTOWN, PENNSYLVANIA
GENERAL C ❑ NSTRUCTI ❑ N NOTES
NAILING SCHEDULE AS PER PRESCRIPTIVE DESIGN FROM 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION. MANUAL,
CLIMATIC AND GE❑GRAPHIC DESIGN CRITERIA
GREBM WING FROST VMT rrrnnc�a ALL NAIL SPACING IS BASED IP 16' O.C. SPACING, ANY OTHER SPACING OR DIFFERENT APPLICATIONS, THE CONTRACTOR
LOAD PE TEGORY WEATHERINGDLEEEW. REMARED
TERM DECAY DET HAZARDS SHALL REFER TO THE PRESCRIPTIVE DEIGN SECTION OF THE VOOD FRAMING MANUAL FOR PROPER APPLICATION
SWNMW NDDERATE SLIDHI _ ROOF FRAMING, ROOF SHEATHING, TABLE 3,8 ROOF SHEATHING REQUIREMENTS FOR WIND L❑ADS,
45 LHS. 120 H SEVERE 3 rT. TI HEAw IO➢ERATE WILL SPA(
JOINT DESCRIPTION HTY. ACING ISS JOINT DE NOTES SHEATHING LOCATION PAN0. EDGES SIFPORTS 1N 71E PANEL F NOTES
HTY. SPACINGIr PERIMETER EUM ZONE NEL M11.5
TOP PLATE 10' VALU 4-Id COIwi RAFTER TRUCTLRAL P ad lIF'cN _ S� DNTERIat zarEasQN ! 6•na NM NxBSQN ! 12. 0.C. MOTE. 2 FOR PANEL FIELD
THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED TO MEET THE MINIMUM LIVE LOAD
CRITERIA BELOW. REFER TO SECT. R301.4 / R301.5 OF N.Y.S. RESIDENTIAL CONSTRUCTION CUBE TO Tm PLATE W WALU 4-W NABON JOIST fiiiU LL RNOE AND RAKE :10191111111 ! 4MAI ed cash+ R 4. Oc SEE MUTES, 1,3
CEILING SHEATHING,
USE LIVE LOAD USE LIVE LOAD PARALLEL RAFTEP WFCN - SVC LAP NAIL
ALL ROOMS40 PSFBECKS / PORCHES CMW-J=rDM AS PER TABLE 17 IMM OVER PARTITION vFCN - SHC LAP NAIL DEQ lTY. SPACING NOTE NOTES \
EXCEPT SLEEPING ROOM AURDRAILS LHANDRAILS s' WALLBOARDuvrbm [LC . FIELD THESE NOTES ARE ONLY TO BE REFERRED TU IF RENTIONED IN SCHEDULE NOTES ONLY.
SLEEPING RUUMK_ ,, any direction TO RAFTER VFCN _ SOC END NAR
__MSENGER GARAGE STAIRS TO RAFTER 2 - ed cussr END Inn WALL SHEATHING, 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
-=ING (NO STORAGE) -EXTERIOR BALCONIF9_ __ZU_P1r_ the 4 foot perimeter edge zone attachments required shall be used.
NAIL "rdL NOTES
TO RAFTER 2 - 16d CDNIaN END NAA. Ni DESCRIPTIO OTY, SPACING� � S PER TABLE Ae 2). Tabulated 12 Inch o,c. nail spacing assumes sheathing attached to rafter / truss framing members with G)0.49.
RUCTLIRPANELS ad COMMON WFC" _ SBC For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 Inches o.c.
7/16' BSH Ed COMMON 3. OC. EDGE
BUILDING CONSTRUCTION REQUIREMENT'S WALL FRAMING, PLYWOOD 6. Oe FIELD 3). Tabulated 4 Inch o.c. nail spacing assumes sheathing to rafter / truss framing members t_ h G)0.49. For
framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 Inches o.c.
ALL ANCHORING, FASTENING, BRACING AND GENERAL MRMUCTIUN TO HE NAIL "NL
ASSEMBLED AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE. JOINT DESCRIPTION 9". SPACINGNOTES WALLBOARD mmo W D.0 ' FIELD
REFER TO THE FOLLOWING MANUALS FOR ADDITIONAL FASTENER REQUIREMENTS
UP RATE - ua cOIH N insEEM NAL NOTE, 1 FLOOR SHEATHING, TABLE 3,9 WALL SHEATHING REQUIREMENTS FOR W ,
SSTD 10-99 Standard for Hurricane Resistant Construction _ 16d JIIlfNF 11ESCRPTIai UUVft
SPS TES TEa+T' 1•�' AT PANEL EDGES MAIL 3FP&IM SIBTatTs AI TIE PUft I"AtEL F D NOTES
INTERSECTI W EA. SIE NAA, b' "EH FIELDS)
SCE 7-02 (REVISED FROM 7-98) Minimum Design Loads for Buldings and Other Structures STUD _ 16d O.4 MAIL 1' DR �Sr- -TAW-- 11RICTURAL CEM,a+ 4' EDGE ZONE CDBION ! 6• M cowl ! fe• Ic NOTE a FNHt PANEL FIELD
HEA110 HEADER III 16d C0IH10N EDGES NAA. N❑TES I
GENERAL C❑NSTRUCTI❑N N❑TESI "`ATE TO STUD7015 OR BEMUMOR - I6d 2x6 s NAL
PER F- W� THESE NOTES ARE ONLY TO BE REFERRED TO IF
JOIST, HAND Jul 16d FOOT NOTE MENTIONED IN SCHEDULE NOTES ONLY.
1. The Information on this set of construction documents Is related to basic design END JOIST OR
Intent and framing details. They are Intended as a construction old, not a substituteFL❑❑R FRAMING, 1). Malting requirements are based on wall sheathing NOTES
for generally accepted good building practice and compliance with current New York nailed 6• on-center at the panel edge. If wall sheathing
State building codes. The General Contractor Is responsible for providing standard JET DESCRIPTIONNOTES Is nalled 3' on-center at the panel edge to obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
construction details and procedures to ensure a professionally finished, structurally OTY ACING shear capacities, nailing requirements for structural
sound and weatherproof completed product. - ed members shall be doubled, or alternate connectors,
ILL, TOP PLATE OR JOIST NAR such as shear plates, shall be used to maintain toad path. be used.all sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shalt
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2. The General Contractor Is responsible for ensuring that all work and construction LIMTO JOIST 2 - ed END NAIL
meets current federal, state, county and local codes, ordinances and regulations, etc. 2). When wall sheathing Is continuous over connected 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to stud framing members with
These codes are to be considered as part of the specifications for this building and TO JOIST 2BLOCKING - ad END NAILEffim members,the tabulated number of naps shall be permitted G)0.49. For framing members with 0.42<G(, the nal spacings shall be reduced to 6 Inches o.c.
should be adhered to even If they are In variance with the plan. to be reduced tot - 16d nail per foot.
RLIAXIMMSILL at TOP PLATE - 16d NAIL 3). For exterior panel siding, gelvinized box nails shalt be permitted to be substituted for common nals.
3. Dimensions shall take precedent over scale drawings (do not scale drawings).
TO HENT JOIST NAI.
4. The designer has not been engaged for construction supervision and assumes no PER I
Ed responsibility for construction coordinating with these plans, nor responsibility for
TO TEAM 3 - JOIST NAIL
construction means, methods, techniques, sequences, or procedures, or for safety
NNW JUIST PER END
precautions and programs In connection with the work. There are no warranties for n TO JOIST - Ofd JOIST W10. 2 n
specific use expressed or Implied In the use of these plans. _ ltd I\dye-Ow nD l/C (6C)�j .
SIL OD TTP PLATE FOOT NOTE,
5. Refer to floor plans, exterior elevatlons, and window L exterior door schedule for GENERAL FRAMING NOTES
types and sizes of windows and exterior doors.
6.General Contractor Is to ensure that masonry and fireplace construction meets or 1. Unless otherwise noted, all framing material. to be It2+HTR. Doug Fir.
exceeds all manufacturers specifications and applicable codes. GENERAL HVAC SYSTEM NOTES
2. Floors, walls, ceilings and rafters to be 16. O.C. unless otherwise noted. GENERAL DECK & P❑R C H N❑T E S
7, General Contractor to consult and coordinate with the owner for all built In Items Provide fire-blocking where applicable.
such as bookcases, shelving, pantry, closets, trim, etc. 1. Unless otherwise noted, all framing material to be Ml ACD pressure 1. Mechanical subcontractor Is responsible for adhering to all applicable
3. Unless otherwise noted, all bearing wall headers to be min, 2-ply BADjeated lumber. codes and safety requirements.
8. Wind load required connections shall be taken Into account during construction. Ali headers to have adequate bearing on each end or as specified.
The wind protection page should be reviewed prior to starting, 2, Girders for floor Joists to be min, 2-ply 2x10 unless otherwise noted. 2. HVAC subcontractor Is to fully coordinate all system data and requirements
4. All flush beans / headers to be Installed with heavy duty galvanized Girders shall be either bolted to posts w/ 1/2' din. gety. bolts or with the equipment supplier.
hangers. Provide Galvanized Hangers and anchors where applicable to all anchored onto concrete pier.
Joists connected to beans 3. HVAC subcontractor
GENERAL FOUNDATION N❑TES provide final system layout drawing and submit It to
3. Joists to have blocking 8 8 O.C. General Contractor, owner and equipment supplier for finial review and approval.
1. General Contractor L Mason to review plans, elevations and details to determine 5. Double up floor Joist under walls thait run parallel to floor Joist and
Intended heights of finished floors) above typical grade. under bathtubs. Floors getting ceramic Rile shall be verified for load capacity. 4. All ledgers attached to house to have n flashing barrier, lapping
behind the siding, between the house and ledger. Ledger shall be
2. All footing to rest on undisturbed (virgin) sell. 6. Provide blocking / bridging In floor Jousts a W O.C.. Use solid blocking bolted to building with 1/2' din. Galvanized bolts.
3. Provide 1/2' expansion Joint material between concrete slabs and abutting In floor Joists under all bearing walls. 5. All footing for posts and piers to be 4' below grade. Piers shall
concrete or masonry walls occuring In exterior or unheated Interior areas. 7. Provide Insulation baffles at save vents between rafters. Install draft blocking extend a minimum of 6' above grade,
o ne ded,
4. Any new concrete walls being attached to existing (if any) concrete s ruc€ure to 6. All framing material to have appropriate galvanized hangers and
be Installed with #4 re-bar, 18' long 8 12' O.C. Use approved epoxy for Installation. S. Unless otherwise noted, Roof and Walls to have a min. 4-ply 1/2' FlanCBMrs.
5. Unless otherwise noted, all Interior slabs on grade to be 2500 psi.concrete exterior sheathing grade plywood. Plywood to cover over plates and headers. GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES
Exterior slabs on grade to be 3500 psi concrete 9. Unless otherwise noted, 3/4' TLG Fir for Advantech plywood to be adheredventing to be as per N.Y.S. 1. All electrical to be as per N.Y.S. Residential Construction Cade.
--
to Joist w/ PL400 adhesive and screwed to floor Joists for sub flooring. Finished 1. All water supply, drainage and
sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be placed on 6 nil. floor to be Installed over as per manufacturers Instructions. Residential Construction Code
2. All electrical work shall be underwriters approved.
polyethylene vapor barrier. Foundation Slab to be a minimum of 3-1/2' thick. 10, All bathroom walls to have 1/2' moisture resistant sheetrock. Garage Walls 2. Verify septic system with Engineer for Suffolk County Health ✓
and ceilings to have 5/8' Type-X sheetrack. Unless otherwise noted, rest of Department approval. 3. Snake detectors to be located throughout as per Section R317 of
6. Provide crawl space with one 8x16 cast Iron foundation vent for every 150 square binding to have 1/2' regular sheetrack. All sheetrock to be taped and finished. N.Y.S. Residential Construction Code.
feet of area. 3. If wall studs, plates or Joists are cut out during Installation for {,� 9-0.
11, All roofs with a pitch of less that 442 shall be Installed with Ice L Water Barrier any plumbing related work, provide adequate bracing and plates
7. Provide minimum 181x24' access opening to crawl space area. C�
or approved equal. to protect and secure the structure. Verify with the state code
and manufacturers recommendation for maximum hole size and
S. Dampproof exterior of foundation with bituminous coat)ITg ns per section R406 of 12. Sill plates to be pressure treated. Use with sill gasket and cop-ru VIrIg permitted.
N.Y.S. code. A 6-ml polyethylene film shall be applied over the below grade portion approved equal termite shield, Plates to be anchored to foundation wit n
of exterior foundation walls prior to backfilling. minimum 1/2' dlo.x7' tong anchor bolts 8 16' O,C. and w/I 1' of ends and corners. DATE: 10-zz-oa
9. Drainage to be provided as per section R405 of N.Y.S. residential code PED q H UTC H E R S O N - FA B I A N O RESIDENCE
0 .CXrW'= oil 2386 HYATT ROAD SOUTHOLD - NY
A,4
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For " p CHORNO ASSOCIATES
architects. planners. Interior design
QUAKERTOWN, PENNSYLVANIA
RIDGE STRAPPING PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD
FOR 16, O.C. RAFTERS RIDGE STRAPPING GENERAL WIND PR❑ TECTI❑N C❑NNECTI❑N NOTES
ROOF ROOF CONNECTION WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT
PITCH SPAN CAPACITY <plf) 16' ❑,C, UNLESS OTHERWISE NOTED,
12' 644 ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH
16' 858 THE FOLLOWING MANUALS,
342 20, 1073 a). 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION
24' 1287 RAFTER-TO-WALL b). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION
12' 508 TY-DOWN CONNECTIONS COLLAR TIE c). ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND
16' 678 OTHER STRUCTURES
20' 847
442 24' 1017 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR
28' 1186 WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL BE
32' 1357 RAKE OVERHANG OUTLOOK IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
12' 392 CONNECTIONS
16' 523 RAFTER UPLIF 1). RIDGE TO RAFTER ASSEMBLY,
20' 653 SPAN 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS.
5112 24' 783 12' OC 361 WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d
28' 915 COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED
32' 1045 16' OC L!tj THE TABULATED NUMBER OF 8d IN THE STEEL STRAP.
36' 1176 HOLDDOWNS WHERE REQUIRED
12' 351 2). RAFTER TO WALL ASSEMBLYi
16' 468 UPLIFT CONNECTIONS FOR, RAFTER-TO-WALL, LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR
20' 585 WALL-TO-WALL AND WALL-TO-FOUNDATION WALL-TO-WALL TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED.
612 24' 702 CONNECTIONS USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE
28' 819 ROOF CONNECTION MIN. 8d NAILS NOTES CONNECTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING JOISTS
32' 936 SPAN CAPACITY REQUIRED SPACING 2 16' O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION,
36' 1053 12' 427 lbs. 4 WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR
TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE
12' 326 16' 526 lbs. 5 SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS.
16' 435 20' 626 lbs. 5
7112 20' 544 24' 726 lbs. 6 3). WALL ASSEMBLY TO WALL ASSEMBLYo
24' 65228� 826 lbs7 WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS.
1242 28' 761 , WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL
32' 870 32' 927 lbs. 8 BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS.
36' 979 36' 770 lbs. 7 12. O.C. HOLDDOWNS WHERE REQUIRED
4). WALL ASSEMBLY TO FOUNDATIONi
WALL-TO-FOUNDATION FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR
HEADER GIRDER CONNECTIONSo CONNECTIONIS BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM
ROOF HEADER UPLIF LATERAL EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN
SPAN SPAN lbs. lbs. HOLDDOWN ANCHOR$ REQUIRED MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN
ACCORDANCE WITH TABLE 3.3111 OF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION
2' 469 254 FOR TYPE I AND TYPE II SHEAR WALLS UIKIJLK MANUAL. WHEN THE 'STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE
4' 939 504 (6' PANEL EDGE NAILING) STRAPPING WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL
6' 1408 762 NOT EXCEED 72' O.C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT. BUILDINGS WITH A
8' 1878 1016 WALL HOLDDOWN TYPICAL WIND LOAD PATH SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32. O.C. STEEL STRAPS
20 HEIGHT CAPACITY (lbs.) N.T.S.
10' 2347 1270 EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS
12' 2817 1524 at 3375 SHALL BE HOT-DIPPIED GALVANIZED COATED.
14' 3286 1778 9' 3800
16' 3756 2032 10' 4225 5). HOLDDOWN,
2' 620 254 HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES
3.5A-B FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2
4' 1239 504 WINDOW SILLPLATE R TRAPPING
FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL, A CONTINUOUS LOAD
6' 24 9 016 CONNECTIONS HEADESILL CONNECTORS PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN
8' 2479 1016 RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE
28' 10' 3098 1270 HEADER UPLIF SIZED FOR THE REQIUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE
12' 3718 1524 SPAN lbs. REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE,
14' 4338 1778 2' 254
16' 1 4958 2032 4' 504 HOLDDOWN ANCHORS HOLDDOWN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGS,
2' 770 254 6' 762 HEADER AND / OR (ORDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS.
4' 1540 504
6' 2310 762 8' 1016 7). WINDOW SILL PLATES,
8' 3081 1016 10' 1270 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS.
36' 3851 1270 2x4 WALL SILL PLATTE (FLAT)i 1-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS UP TO 6'0.
10'
0, 4621 1524 12' 1524 2x6 WALL SILL PLATTE (FLAT), 1-PLY FOR OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO 8'9.
14' 5391 1778 14 17 7). CATHEDRAL CEILINGSi
16' 1 6161 1 2032 L16 2032 TYPICAL SHEAR WALL ASSEMBLY WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED
N.T.S. AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH
MIN. NAIL SPACING FOR ROOF SHEATHING w/ ROOF RAFTERS 8 16' OC RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE
NAIL SPACING AT NAIL SPACING AT INTERMEDIATE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS.
MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS
LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD
NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 8). A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL.
4' PERIMETER 6, OC6. OCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS
. . D.C..
EDGE ZONE OTHERWISE NOTED.
INTERIOR ZONE 6. O.C. 12' O.C. 4' EDGE ZONE 6' O.C. 12. O.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS
GABLE END WALLINTERIOR ZONE 6' O.C. 12' O.C. UNLESS OTHERWISE NOTED,
RAKE & RAKE TRUSS 4. O.C. 4. O.C.
USE THE F❑LL❑WING USP BRAND OR APPROVED EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS.
C❑NNECTI❑NS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY,
CATALOGUEPACITY MINIMUM CATALOGUE DESCRIPTION LOAD CAPACITY MINIMUM
DESCRIPTION LOAD CAPACITY
FASTNERS NUMBER FASTENERS
ADSS HOLDDOWN ANCHOR 4000 lbs. BOLT TO VERTICAL MEMBERo (2) 3/4x3-1./2 BOL S RT10 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 585 lbs. RAFTER & STUDi (6) 8d COMMON NAILS EACH
BOLT TO SILLi (1) 3/4x5-1/4 ANCHOR BOLTS RAFTER& STUDi (9) 10x1-1/2 NAILS EACH
BOLT TO VERTICAL MEMBER, (2) 7/8x3-11/2 BOL S RT20 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 1105 lbs. PLATE, <4) 10d COMMON N
TDX6 HOLDDOWN ANCHOR 5100 lbs. BOLT TO SILL, 7/8x6-1/8 ANCHOR BOLTS RT7 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 585 lbs. RAFTER AND PLATE, (5) 8d COMMO NAILS EACH DATE: �a-xx-oa
iKHST2 STRAP TIE 4220 lbs. (6) 5/8' DIA. BOLTS RT16 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 950 lbs. RAFTERS (8) 8x1-1/2 NA S HUTCHERSON FABIANO RESIDENCE
KHST3 STRAP TIE 6180 lbs. 1 (6) 3/4' DIA. BOLTS PLATE, 8) 8d COMMON NA S Sa-TE& ma
LSTA18 FLAT STRAP 1055 lbs. (14) 10d COMMON NAILS SPT44 & 6 STUD PLATE TIE 1070 lbs. PLATE AND STUD, (6) 16d COMMON N = 9 2386 HYATT ROAD SOUTHOLD NY
LSTA30 FLAT STRAP 1670 lbs. (22) 10d COMMON NAILS SPTH4 & 6 STUD PLATE TIE 1470 lbs. PLATE AND STUDi (12) 10x1-1/2 is A-5
:r
CHORNO ASSOCIATES ,
architects. planners. Interior design
QUAKERTOWN, PENNSYLVANIA
TYPICAL DECK WIND UPLIFT REQUIREMENTS
HEADER GIRDER C❑NNECTI❑NS-i USE THE F❑LL❑WING USP BRAND OR APF
DECK HEADER UPLIF METAL CONNECTORS WITH THE REC❑MENL
SPAN SPAN lbs. INSTALLATI❑N BY MANUFACTURE,
6' 1408 PRODUCT DESCRIPTION UPLIF
8' 1878 NUMBER lbs. FA
20' 10' 2347 4x4 POS7
12' 2817 PBS44 POST CAP 1815 BEAN
6' 1859 4x4 POS '
28' 8' 2479 PBSE44 END POST CAP 1430 BEAF
10' 3098 BEAM/
12' 3718 KC44 4x4 COLUMN CA 3265 POST/CO
6' 2310
36' 8/ 3081 0' 3851 PAU44 4x4 2240 F❑❑TING/F
POST ANCHOR P❑ST/GIRD
12' 4621
4x4 WE
CBE44 COLUMN BASE 3585 POST/GII
UPLIFT CONNECTI❑NS FOR; 4x4 WE
JOISTS-TO-GIRDER / HEADER KCB44 COLUMN BASE 5650 POST/GI !
e
° DECK CONNECTI❑N MIN, 8d NAILSS
o" SPAN CAPACITY REQUIRED 6x6 POST
c PBS66 POST CAP 1815 BEAN
'12427 lbs. 4
° 6x6 POS
16' 526 lbs, 5 PBSE66 END POST CAP 1430 BEAT
D.. -A
20' 626 lbs. 5 6x6 BEAM/
e KCC66 COLUMN CAP 5225 POST/CO
28' 826 lbs. 7
TYPICAL DECK32' 927 lbs. 8 PAU66 6x6 2350 FO❑TING/F
36' D
770 lbs. 7 POST ANCHOR POST/GIR
N.T.S.
6x6 WE
CBE66 COLUMN BASE 3570 POST/GI
6x6 WE
KCB66 COLUMN BASE 5640 P❑ST/GI
ee
e -
-o e -
RT10 TY-DOWN 585 JOIST
ANCHOR HEADER/GII
ALT , TY-DOWN JOI;
RT20 ANCHOR 1105 HEADER/GIF
INSTALLATION NOTES,
1). ALL POSTS TO BE ANCHORED TO F❑❑TING OR PIER WI 1..,.N
�P e ARyi
2), HEADER & GIRDER CONNECTI❑NS TO BE ATTACHED TO I TH
3), EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER F 0
J❑IST HANGERS TO BE ATTACHED TO A PT LEDGER BOAR BE