HomeMy WebLinkAbout29652-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y_
CERTIFICATE OF OCCUPANCY
No: Z-30373 Date: 08/24/04
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 320 TARPON DR GREENPORT
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 57 Block 1 Lot 3
Subdivision Filed Map No. Lot No_
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JULY 31, 2003 pursuant to which
Building Permit No. 29652-Z dated AUGUST 14, 2003
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is SINGLE FAMILY DWELLING WITH ATTACHED G_ARAGE,UPPER & LOWER WOOD DECKS AS
APPLIED FOR.
The certificate is issued to ROBERT & EILEEN SCHIAVETTA
(OWNER)
of the aforesaid building.
SUFFOLK. COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0117 08/12/04
ELECTRICAL CERTIFICATE NO. 1178883 07/12/04
PLUMBERS CERTIFICATION DATED 08/06/04 ATLANTIC PLUMB.&HEATING
�1
Authorized Signature
Rev. 1/81
L!
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)
PEI7MIT`NO. 29652 Z Date AUGUST 14 , 2003
Permission is hereby granted to :
ROBERT SCHIAVETTA
615 OAK NECK RD
WEST ISLIP,NY 11795
for
CONSTRUCTION OF A NEW 3 BEDROOM SINGLE FAMILY DWELLING AS PER DEC
AND TRUSTEE APPROVAL AS APPLIED FOR
at premises located at 320 TARPON DR GREENPORT
County Tax Map No. 473889 Section 057 Block 0001 Lot No. 003
pursuant to application dated JULY 31, 2003 and approved by the
Building Inspector to expire on FEBRUARY 14 ,-,2005
Fee $ 1 , 278 . 00
Auth z i n-
ORIGINAL
Rev. 5/8/02
Form No.6 `
TOWN OF SOUTHOLD �
BUILDING DEPARTMENT
TORN HALL lf _
765-1802
APPLICATION FOR CERTIFICATE OF OCOUP_ 1
This application must be filled in by typewriter or ink and submitted to the Building Department with the fo otring:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and tmusual natural or
topographic features.
2. Final Approval from Health Dept- of water supply and sewerage-disposal(S-9 form).
3- Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 21110 of I%lead.
5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool$25.00, Accessory-building$25.00, Additions to accessory building$25.00, Businesses$50-00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25 =c
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date- 8/16/04
New Construction: X-uXx-uxx Old or Pre-existing Building:_ (check one)
Location of Property: 320 Tarpon Drive Greenport
House No. Street Hamlet
Owner or Owners of Property: Robert & Eileen Schiavetta
Suffolk County Tax slap No 1000, Section 57 Block 01 Lot 03
Subdivision Southold Shores Filed Map. # 3853 _ 43
Lot:
Permit No. 29652 8/14/03
_ __Date of Permit. _Applicant:_ Inland Homes/Root. Hiltz
Health Dept. .approval: R10-02-0117 _UndenRriters Approval: 1178883
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: YL� (check one)
Fee Submitted: S 25.00
Inland Homes Inc./P.obt Hiltz
Applicant Signature
3
2`-
33 -23
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BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY
40 FULTON STREET — NEW YORK, NY 10038
5 CERTIFIES THAT
f5� Upon the application of upon premises owned by 5
5
JIM SAGE VETTA
E BLEC . INC. 320 TARPON R
P.O.
5 GREENPORT, NY 11944-0038, SOUTHOLD, NY 11971
Located at ..
320 TARPON DR. SOUTHOLD, NY 11971
Application Number: 1178883 Certificate Number: 1178883
�5 Section: Block: Lot: Building Permit: BDC: NS11
5 Described as a Residential occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: r5
5 Basement,First Floor, Second Floor,Attached Garage, Outside,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
5 authority having jurisdiction, and found to be in compliance therewith on the 5 Day of 12th July,200-4. 5
C Name � Rate Rating Circuit Type
r71* warm and Emergency Equipment r�-7
5 Sensor 2 0 Carbon Monoxide
Sensor 7 0 Smoke
5
Appliances and Accessories
5 Hydro Dlassage Tub, Residential 2 0
5 Exhaust Fan 2 0 F.H.P. 5
5 Furnace 1 0 0:1
Future Appliance Feeder 1 0 20 Amps
Future Appliance Feeder 1 0 30 Amps
5 Cooking Deck 1 0 40 Amps
Air Conditioner 1 0 30.000 BTU
5 Air Conditioner 1 0 48.000 BTU
5 5 Wiring and Devices -_
Outlet 58 0 Fixture
5 Fixture =8 0 Incandescent
5 Outlet 94 0 General Purpose,
5 Receptacle .3 0 General Purpose seal
5 Switch 58 0 General Purpose
5 Continued on Next Past 1 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
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r 1717�r71 71r7_rr RI717 rl']I7r 17 r1717171717i7r�r717�]f]
BY THIS CERTIFICATE OF COMPLIANCE THE 5
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
40 FULTON STREET — NEW YORK, NY 10038 5
CERTIFIES THAT
Upon the application of upon premises owned by 5
5
JIM SAGE ELEC. INC. ROBERT SCHIAVETTA
P.O. BOX 38 320 TARPON DR.
5 GREENPORT, NY 11944-0038, SOUTHOLD, NY 11971
Located at 320 TARPON DR. SOUTHOLD. NY 11971
Application Number: 1178883 Certificate Number: 1178883
Section: Block: Lot: Building Permit: BDC: NS11
Described as a Residential occupancy, wherein the premises electrical system consisting of 5
electrical devices and wiring, described below, located in/on the premises at:
Basement,First Floor, Second Floor,Attached Garage, Outside, �Cr
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed t7
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the 12th Day of 5
July, 2004-
Name Ur' Rate Rating Circuit Tvne 5
�+ Receptacle 2 0 20 amp Appliance
7 Receptacle 1 0 20 amp Laundry C
Receptacle 1 0 30 amp Dryer 5
Paddle Fan 4 0
GFCI Circuit Breaker 1 0 20 amp
5 Disconnect 2 0 60 amp Air Conditioner
Receptacle 6 0 GFC'.
Serizce
1 Phase 3W Service Rating,200 Arnperes
Service Disconnect: 1 200 cb
Meters: 1
5 sea{-
2 of 2
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
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RUG-06-2004 07 :25 AM INLRND'HOMES INC 631 298 9697 P. 02
Tcnn Hall;53095 Main Road '; . \ z ,� Fat(3181 705-7 P?''_
P, 0. Boz 1179 1 Tele on0ne 1515.) 765 -37F
50-'.1DIO..New York 11971
OFFICE OF THE BYILDING INSPECTOR
TOWN-OF'SOUTHOLD
C E R T I F I C A T I O N
DATE:
Building Permit No. 2qGSY t1Z __
Owner: �a dr E1 e.*- SC.4 mvcVII�'''
(please print)
Plumber: PI1. yV 6-14+/ �
(please print) V
I certify that the solder used in the water supply system
contains less than 2/10 of 18 lead .
( Plumbers Signature )
Sworn to before me� th/�is
✓� day ofGs� z�ev
NoLary Public, � County
\ p _ "mak'• .. - d , ', I�✓.
Board rJf Southold Town Trustees `
SOUTHOLD, NEW YORK t
PERMIT NO. . 5 &404 DATE: .Nov. _20th,.-
..2002
x.
ROBERT & EILEEN SCHIAVETTA `
`. . ISSUED TO .._._.... ., __.._.
- � : � �utl�nri�tttinn. R
Pursuant to the provisions of Chapter 615 of the Laws of F• ' '
' the State of New York, 1843; and Chapter 404 of the Laws of the
State of New York 1952; and the Southold Town Ordinance en-
- titled "REGULATING AND THE PLACING OF OBSTRUCTIONS
IN AND ON TOWN WATERS AND PUBLIC LANDS and the
REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM r,=
LANDS UNDER TOWN WATERS; and in accordance with the
Resolution of The Board adopted at a meeting held on Nov 20th....
and in consideration of the sum of .._.Z0.0.-.Q0...... paid by .-
• s ROBERT &-EILEEN 6CHIAVET'TA_.__
of West .Ishp ..._ , ...... N. Y. and subject to the
r Terms and Conditions listed on the reverse side hereof,
of Southold Town Trustees authorizes and-permits the following:
_o. erland reunn (or new dwelling, garage, sanitary system, peniun,•_driveway, s-wimming pool -
sr,,] �a--b, A rh rl,e condition of a 50 foot non disturbance buffer he noted on :;utvev ignoring
• erU ,.7 Iuc L' so that lhare is a more consistent wetland line and gr from ,- I to ,7 1 across
- » theo,rl, c,Tmi of the property-
all in accordance with the detailed specifications as presented in
the originating application_
� S
IN WITNESS WHEREOF, The said Board of Trustees here- -.
S by causes its Corporate Seal to be affixed, and these presents to
_ be subscribed by a majority of the said Board as of this date. `
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SOU n ..LD lRuSlEE,S
No.
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Issued Tol?ao6jw+ *s'tlww . a
AddressVEY
THIS NOTICE MOST BE DISPLAYED DURING CONSTRUCTION
TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD
SOUTHOLD, N.Y. 11971
TEL.: 765-1892
JAMES J. DEERKOSKL Pl.
260 Deer Drive
Mattituck,N.Y. 11953
(516) 298-5506
Re: 320 Tarpon Dr-
Greenport.NY -JA SI
Permit 929652
ELDG. ora,.
LL T WN O�SOUTHOLD
To Southold town Building Dept-
After an inspection of the above mentioned jobsite, all construction-has been done to
code including strapping,and tie down connections. Any questions please feel free to
call_
F
Sincerely -
James J. Dear lei �'
z e.
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheclSofhvare Version 3.5 Release 1
,Data filename:Untitled.rck
i COUNTY: Suffolk
d STATE:New York
;HDD_5750
CONSTRUCTION TYPE: Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE:07/10/03
DATE OF PLANS: 7/2003 (4
PROJECT INFORMATION:
TARPONDRIVE
SOUTHOLD,NY `
COMPLIANCE:Passes O`er
Maximum UA=495
Your Home UA=464
6.3%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 789 30.0 0.0 27
Ceiling 2:Cathedral Ceiling(no attic) 823 30.0 0,0 28
Wall 1:Wood Frame, 16" o.c. 1980 13.0 0.0 137
Wall 2: Wood Frame, 16"o.c. 886 13.0 0,0 61
Window 2:Wood Frame:Double Pane with Low-E 17 0.330 6
Window 1: Wood Frame:Double Pane with Low-E 177 0.340 60
Window 3: Wood Frame:Double Pane with Low-E 34 0.290 10
Window 4: Wood Frame:Double Pane with Low-E 124 0.340 42
Skylight 1:Wood Frame:Double Pane 14 0.440 6
Door 1: Glass 41 0.330 14
Door 2: Glass 5 0.580 3
Door 3: Glass 14 0.270 4
Door 4: Glass 21 0.280 6
Door 5:Glass 21 0.330 7
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1612 30.0 0.0 53
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. When a Registered Design Professional bas stamped and
signed this page_they are attesting that to the best of his/her knowledge_belief, and professional judgment, such plans or
specifications are in compliance with this Code.
Builder/Designer Date
Comments:
I
Floors:
[ ] 1. Floor 1:All-Wood Joisffruss:Over Unconditioned Space,R•30.0 cavity insulation
Comments:
I
Air Leakage:
[ ] Joints,penetrations.and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ l I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a
I 3"clearance from insulation.
I
I Vapor Retarder.
{ ] I Required on the warm-int-winter side of all non-vented flamed ceilings,walls, and floors.
I
I I Materials Identification:
[ 1 I Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] I Materials and equipment must be identified so that compliance can be determined.
( ] I Mamdaoturer manuals for all installed heating and cooliug.equipment and service water heating
equipment must be provided.
( ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
I
Duct Insulation:
[ 1 I Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4.
[ ] I Supply ducts in unconditioned spaces must be insulated to R-8.
[ ] I Return ducts in unconditioned spaces(except basements)must be insulated to.R 2.
I Insulation is not required on return ducts in basements.
I
Duct Construction:
[ ] I All joints. scams, and connections must be securely fastened with welds,gaskets,mastics
(adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted.
I Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
I operating at less than 2 in.w.g. (500 Pa).
[ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ 1 I Air filters are required in tate return air system.
[ 1 I The HVAC system;must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I
Electric Systems:
[ ] I Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ l I 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 Building Code of Uew York State, the Residential Code ofAerr Fork State or
the New York City Building Code, as applicable.
I
I Service Water Heating:
[ } I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
I 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.
Circulating Hot Water Systems: ,
[ ] Insulate circulating hot water pipes to the levels in Table 1.
I
I Swimming Pools:
[ ] I All heated swimming pools must have an onloff 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
Heating and Cooling Piping Insulation:
[ 1 I HVAC piping conveying fluids above 105 OF of chilled fluids below 55 *'must be insulated to the
levels in Table 2.
E • E
Table 1: Minimum Insulation Thicknessfor Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pine Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1„ Up to 1.25' I.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 LO 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping Svstem Types Range F) 2"Runouts P and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 15 2.0
Low Temperature 120-200 OS 1.0 1.0 15
+ Steam Condensate(for feed water) Any 1.0 1.0 15 2.0
? Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 05 0.75 1.0
and Brine Below 40 1.0 I.0 1.5 15
NOTES TO FIELD (Building Department Use Only)
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: August 6, 2003
i
TO: Inland Homes
PO Box 117
Mattituck, NY 11952
Please take notice that your application dated Judy 29, 2003
I
For permit for waiver of merger at
Location of property 320 Tarpon Drive, Greenport, NY
County Tax Map No. 1000 - Section 57 Block 1 Lot 3
Is returned herewith and disapproved on the following grounds_
The subiect lot has merged with adjacent lot (SCTM# 1000-57-1-2)pursuant to Article U Section 100-
25, which states:
"Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot,
which has been held in common ownership with the first lot at anytime after Julv 1, 1983. An
adjacent lot is one which abuts with the parcel for a common course of fiftv(50) feet or more in
distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk
schedule requirements-"
r
o ize Signature
Cc: file, Z.B.A.
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET VILLAGE DIST, SUB.I,Z LOT
ebb erfet 6�1"� Yc6)�W4 'Ajifl"'m brc
slid,
FORMER OWNER N E ACR.
r r el(5 , 4-5, 1
S W TYPE OF BUILDING
RES. SEAS. VL. FARM COMM. Ca. MISC. Mkt Value
LAND IMP. TOTAL DATE REMARKS
Al
jd 22
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
Tillable I
Tillub(e 2
Tillable 3
Voodland
;wompland FRONTAGE ON WATER
Irushland FRONTAGE ON ROAD
'louse Plot DEPTH
BULKHEAD
oto 1 DOCK
New York 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
Erin M.Crotty.
i
Commissioner
I
Letter of Non-Jurisdiction - Freshwater Wetlands Act
December 17, 2002
Robert & Eileen Schiavetta
615 Oak Neck Road
West Islip, NY 11795
Dear: Mr. & Mrs. Schiavetta:
Re: Schiavetta Property, 320 Tarpon Drive, Southold
DEC Application No. 1-4738-03075/00001
Based on the information you have submitted, including the survey prepared by Stanley
J. Isaksen,Jr., dated August 29, 2002, the New York State Department of Environmental
Conservation has determined that on the parcel designated SCTM No. 1000-57-01-03 is
located more than 100 feet from any regulated freshwater wetlands. Therefore, no
permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental
Conservation Law).
Please be further advised that this letter does not relieve you of the responsibility of
obtaining any necessary permits or approvals from other agencies.
Sincerely,
f.•
George W. Hammarth
Deputy Permit Administrator
cc: NYSDEC Bureau of Habitat
STATE OF NEW YORK )
ss:
COUNTY OF S,,UUFFOLrK.. )
Yh OCZAe C", being duly s.,orn• deposes and s=;
That deponent �s over the &]e of 15 years and resijes al
L>CCAZ-
That on the _ day of • 2 �ieponent arc ila :ue g r.aer
licensed by the State of New York. hereby states tt at s7he accepts f-''
responsibility for the accompanying plans compliance .vitn Lr,e Nev, Ycr Qlat=
i
Fire Prevention end Building Code (9 NYCRR): said plans parte n
located at SCTM# 1000- 7
&zILU6 ssti
street addresst�tY®'�-��- U
Archite n e:-
`\
Svrn to before me this 2
lk da of ��_ c �J.
Notary Publl
SALLY BLADOS
Wary Nhl:z,`_,g,cf Piave Yo,t
Na 47y9955
DuaRred h Wu Olk County
Cmimmim E.aplas June 36,266,J
cc Applicant
I
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&OUTHOLP DRIVE
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BUILDING PBRART EXAMINE wcgEmUsT (�.
-- DATE REVIEWED:
TTED d /�/03
APPLICANT: DATE SUBMITTED: �/ /03
SCTM#DISTRICT: 1.000, SECTION:(kk , , BLOCK: ' , LOT: _ SUBDIVISION , ' o otc?
'ADDRESS: • Imo) CITY: ZONINGDISTRICT: CONFORNHNG.
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N
BP -Z /C'0 Z-_ . INFO BP -Z;CO Z- INFO
BP _-Z/ C.110 Z-__, INFO /BP -Z i C/O Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED_�� NOTES: ®1CKYc.
LOTS 40.000SF-1'00-N.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM J.N.199 i 100-25-blar�zr. A nonconforming at arty time after 7"1
REQ. LOT SIZE: ACT. LOT SIZE: 144ek.REQ. LOT COV. ACT. LOT COV.
REQ. FRONT_ _PROP. FRONT- ej- REQ SIDEQCT. SIDE W —
REQ. REAR PROP. REAR -_REQIGHT -PROP. HEIGHT—
S —
PROJECT DESCRIPTION: c 3ru (J tt
ESTINL?TED PROJECT COST° I(�kRCHITECTI��LC�S Int
WATER FRONT? DESCRIPTION: — r ke" &- PANEL # ��cl FLOOD ZONE:
APPROVALS REQUIRED
SUFFOLK COUNTY HEA H DEPT: or NO, (BED #): ,3 DTE:�1&i Jr�
PERMIT #: R+�2-C4G
TOWN SEPTIC RECEIPT: Y or N
NEW YORK STATE DEC: PRE-DEC 9-1/75 or NO_HJT' L6DTE:�'�i PERMIT #: _
SOUTHOLD TOWN TRUSTEES: NO DTE4 .,`I�:' `_� PERMIT #:
TOWN ZONING BOARD APPROVAL: YES o O DTE: _1 PERMIT
TOWN PLAN. BOARD APPRON;-1L: YES o DTE _ PERNUT k:
TOWN HISTORICAL PRE (SPLIA): YES o N _
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO
NOTES:
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: --2t/ SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: d I ,s SF FEE FEE FEE
I. ( WO SF)- ( 90 SF)= S%0 SFX $ �n =$�J-Z�_+$_ +$_ _$-_�2a
2. ( SF)- ( SF)=- SF X $ =$ +$ _+$ _ $
3. ( SF)- 1 SF)- _SFX $ =$_ +$_ +$ —$ _
FINTAL TOT_AI,: $_�
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Date: 07/31/03 Receipt#: 0
Transaction(s): Subtotal
1 Septic Permit- Construct- Resid. $10.00
Cash Total Paid: $10.00
i
3
I
9
J
Name: Inland, Homes ;
315 Westphalia Road
Mattituck, NY 11952
t
Clerk ID: LBOHN Internal ID:aozaz
1
a
s
i
{
I
765-1802
BUILDING DEPT.
INSPECTION
[ ]✓ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
s
j [ ] FRAMING [ ] FINAL
i [ ] FIREPLACE A CHIMNEY
REMARKS: - �
Dec �
DATE a! 03 INSPECTOR -
i
M-1802
I
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
ti/FOUNDATION 2ND INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREP "CECHIMNEY
REMARKS:
®�
DATE /?INSPECT R r
d
765.1802
BUILDING DEPT.
1 NSPECTI N
[ ] FOUNDATION IST [ UGH PLBG.
[ ]
:F:0yM'DAATION 2ND [ ] INSULATION
[ A G [ ] FINAL
[ EPLACE & CHIN [ ] FIRE SAFETY INSPECTION
. (�
REMARK �- �
DATE INSPECT "F
F�
765.1802
S
BUILDING DEPT.
I kSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
f.
DAT INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ) FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
�C) `
DATE (� ° ` INSPECTOR
FIELD INSPECTION REPORT DATE CObIlVVIEN rS
ro i
FOUNDATION(1ST)
- C
FOUNDATION(2ND)
z
ROUGH FR-kNM G
PLUMBING Ell
- - I
i
i
INSULATION PER N.Y. y ,
ST kTE ENERGY CODE
{ i
0
FINAL
LDDITIgrL�,L cONMENTS
/9 a3 4 z
M
Y
ti o
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o �
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TOWN OF SOUTHOLD 13MINO PETWIr mPUC_A:r_0N CHECKI
BUILDING DEPARTMENT Do y,r:lwvo cz nc:3 the folloN ring,before appl:
TOWI+HALL Eoarl of Vctlth
SOUTHOLD,NY 11971 3 saa ofBaildmg Plats
TEL: 765-1802 PERMNO. q� � � Survey_
Chock
Septic Dann
/,,y ';' Trustees_
.lined 20, Contact:
�gptcroe3 $ 20 Mail
D=pp¢vved V. .
I ✓ - 2 1/L Pdax t298 9696
Inland Ho
` mes
,
II II a. BuildbiInspoctor
i
APPLICATION FOR BUILDING PERhIIT.
Date 7/29/03 . 20
INSTRUCTIONS
a. This application MUST be cozlpletrly filled iu by typewriter or is ink and submitted to the Building Inspector wits
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
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Pcmtit.
d. Upon approval of this application,the Building lwector win issue a Building Pemex to the applicant. Such a pcin
shall be kept on the premises available for inspection thro4ghout the work.
c.No building shall be occapiod or used in whole or in part for any ptupmo what-so-ever uat l a Certificate of Occup:
is issued by the Building Inspector.
APPLICATION IS 13EREBY MADB to the Building Depattacat.for the.issuance of a Building Permit pursuant to th
Budding Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws, Ordinances or
Regulations,for the construction ofbmTdings,additions,or altetations or for removal or demolition as herein described The
applicant agrees to comply with all applicable latus,ordinances,building code,housing code,and regulations, and to admit
authorized inspectors on pmmisos and in building for nemssm7 filsp=tions.
Inland Homes Inc.
(Stgnatt m of applicant ormmw, if a corporadm)
PO Box .117,mattituck,N.Y. , 11952
(Nfai]iny addrass of applicant)
State whether applicant is owner,lessee, agent, architect, engineer, general contracttt, electrician, plumber or builder
Builder
Name of owner of premises Robert & Eileen Schiavetta
(as on.tho tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
Robert Hiltz
ame and title of corporate officer)
Builders License No. 19736—HI
Plumbers LioenseNo. 2451 P
Ele~tnciansLicense No.
_ 3635 E
Other Trade's License No.
1. Location of land on which proposed work will be done:
320 Tarpon Drive _ Greenport
House Number Strout Hamlet
County Tax Map No. 1000 Section 57 Block 01 Lott 03
Subdivision Southold shores MW Map No. 43
(Name) _
5"�te "ems rtessiid o P �9 o premises sad mtexlded Ilse and o�azpaacq� p d5�d -6E-1�
a. `Emisfmgime and occupancy Vacant Land
b. .EtendedusesaSdoccapfficy
:Nature of work(check which applicable):New Building - Addition alteration
-Repair Removal. Demolition Other Work
(Description)
Estimated Cost $225,000.00 Fee -- - — —
(to be paid on filing.iis application)
If dwelling,nmmber of dwelling omits 1 Number of dwelling unit or each floor
"If garage, number of cars 2 ,
lfbvsiness, cdmmereKor mixed occapaaay, specify nature and extent of eachty-De of use.
Dimensions of e .atmg struchrtes,if any: Front ' Rear Depth
Height Number of Stories W
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
Dimensions of entire new construction:Front___L21 Rear 6 0 - - - D e _ 40
Height ?R.1 Number of Stories 2
Size of lot Front 117 Reat 1]5 Depth 175
X Date of Purchase• Name of-Former Owner
1.Zane or use district in which premises are situated _
Z.Does proposed construction violate any zoning law, ordinance or regulation: no
3. Will lot be re-graded Yes Will excess fll be removed frons prem ses_ -� NO
�.Names of Owner ofpremises Rob Srh i atmj- Addtesswest isiip my Phone No.
Name of Architect Ilike hand Address Phone No
Name ofCont-actor r, ,,,,,a Lienee Address Phone No_ 290 9696
5. Is this-property within 100 feet of a tidal wetland? *YES XXXX NO
= IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED
5. Provide survey, to scale;with accurate foundation plan and distances to property lines.
1. If elevation at any point on propmtyis at 10 feet or below,mast provide topog apphica_ dais on survey.
LATE OF NEW YORK)
SS:
OUN 1 Y OF
Robert Hiltz being dtlysora deposes and says That(s;
uFFQLK COUNTY DEPARTMENT OF HEALTF1 StSWICES T 7f{ocE�JC�rq G 1g Zp
PERMIT FD!APPROVAL OF CONSTRUCTION FdIrA
/7`LbNAc 0 G6Q 16i�
SINiLE FAM{L'Y RESIDENCE ONLY
Eti-�7 L'pµPaL�-7� caaYEy
ff (( r�W.� s.�zycc ay
DATE 1vT[<N.S EF
1-,Z iiu FT6ps.st)
FQR MA%IMlIN 4F- _BEDROOMSG
L+wT6�.r,�gR:OL�Jpj
EXPIRES THREE YEARS FROM DATE OF APPROVAL o 3a rescoo, sS
d
to erkcr JA-t
! ?fA ECTlQl+1 RC lRED �J.ia�i.0 13
FOR ITARYSYSfP ;-7' cry
BY TH DEPA9
3 /
�f'd`� l`'APJis��h�nn - ��9;u,�, i
133
N
pP
IL
CJ xG c
�• �3 � .50/ i� to /' �
�-s
.�� o. Ai
A
A z c '
o p
�ev
� ss
` /440 Cf LOT43
5 Pru4 rff
iKvTo�o� voQA oF c
7 vT
° y
S3oeE5
apo �'li to 6 29 / 95
�J A a w�AP rvo. 3 853
EL y
_ . am
.��`�. F -4` •:'�e/�T AEiB Er/���SCh//6!vE T TA
,. aF.(9h q Ear/a
r
-JOF�rJCaA-Li.•iG[
I L�C EuSE� L4.V� $c.YztJEYO�,
WETLANDS DELINEATED BY JEFFREY L. SEEMAN SURVEY OF
CIO UE, N Y.
ENVIRONMENTAL11942 CORP. L07 43
42 LEWIS ROAD z IN
ouocuE, N r. 11x42 � MAP OF SOUTHOLD SHORES
WELLAND N24'27 LOCATION AND aEARI c/OrsrANce eErweNN POINTS, SITUATE
8-16 N24z 5' 35 2904 ARSHAMOMAQUE, TOWN OF SOUTHOLD
16-19 N'43 ' 0 35• E 3555' SUFFOLK COUNTY, N.Y.
79-20 N 33' 01' 44" W 29 79"
20-27 Al 73' 36' 12" E 54.69' .-
21-22 S 53' 29' 09" W 2474"
22-23 N 14• 5' 4. SURVEYED FOR: ROBERT SCHIAVETTA
N 7 4 07 32" W 3 29" E 3 4,7x'75' L
23-01 ^ �7
01-02 N 16' 54' 54" W 7.69' I EILEEN SCHIAVE77A
12 6
02-03 5 80' 48' 32" W 5 llliii l
03-04 N 35' 24" 30" W 599.59'
04-05 N 59' 17' 17" E 39.59"
FM 3853
05-06 N 42' 16' OS" E DATE FILED AUG 29, 1963 GUARANTEED TO.
06-07 N 20' 24'06' W 399 555
07-08 N 04' 33' 42", W 78ROBERT SCHIAVETTA,03' EILEEN SCHIAVETTA
08-09 N 76' 56' 29" W 1265' TM,♦' 1000-057-01-03
09-70 N 63' 53' 31" W 14.89 C
10-11 S 51' 51' 37" W 9J74
� ZONED R-40
J
TEST HOLE BY
MCOONDALD GEOSCIENCE
4/18/02
GRND EL 10. 7
DARK BRONN CLAYEY LOAM OL
2
% BROWN SILTY CLAY CL
WATER 4.5
P2 WATER IN BROWN SILTY CLAY CL
LO 41 ITT 11
mcmr vxnx. c WATER IN6 BROWN FINE TO COARSE SAND SW
10
uuxn WATER IN BROWN CLAYEY SAND SC
TARPON DRIVE 72
EE eu gp
ASPHALT SURFACE
ED 9.50 EL e,ee
- - - - - _ - -
COONC.NC. CO OVER purl — — — — EL 10 e v�EE
POLE WATER /N BROWN CLAY CH
TIE=110' a, S 63452'30°E 115.00'ry PIPE PIPE
N N �`Q�`jI11I
1h �
\ O
_ " ^ 47
L° CD WATER IN BROWN FINE TO COARSE SAND SW
Lri O 0 53
COQ
2 15d o
390. 221 16.0' ..I.xi
8'—
POURED CONCRETE
FOUNDATION (EXTERNAL)
TO LC
9
y
39.1' EL n 2
5 0'
3
3 � o
/v ZONE X (500)
LJ ZONE X 000) -
M (p
o uS.1I LINE M Ln
f/'Pf N AS PER us,UE R
9� ^ iONM mus,UE REQUEST
W`4'E, AI
/A'fON
1/'G A, sEr Er
IPr' PE
N 63'52'30"W 115.00 1
K�
50' WIDE CANAL (PROPOSED) 1
1
P2 1
NOTES,
ALL RESIDENCES IN THIS SUB—
DIVISION ARE SERVICED BY MUNICIPAL WATER.
ALL LOTS AREVACANT WITHIN
750' OF LOT 43 EXCEPT AS SHOWN,
FIRM MAP NUMBER 3610300359 G
OA TED MAY 4, 1998 /I
PANEL 159 OF 1026
ELEVATIONS ARE IN 7929 NOVO
m
SURVEYED 30 JULY 2002
SCALE 1 '= 30'
AREA = 20,125 S.F
OR
0462 ACRES
GUARANTEES INDICATED HERE ON SHALL RUN
ONLY TO THE PERSON FDP WNOM ME SURVEY
TTE COMPANY,NGOKRNMENIDLON "IS A AGENCLF TO YHE SURVEYED BY
LINEENAND
TO ME
E LISTO ASSICNE£S OF
ME LENDING INSIITiRON STANLEY J ISAKSEN, JR,
CUARANIEES ARE NOT TRANSNBARLE TO P D. BOX 29q'
AODIRONAL INSTN ROSS OR SURSEWENT OWNERS
NEW SUFFOLK. NY 11956
uNAum IFA AL nAN OF are AoN 720 TO mrs 631 —7 4-5335
TLEbN W A NDLA R°N OF SECTION ]209 OF
THE NEW YORKIZED STA271ON OR
uw
COPIES OF MIs SURVEY MAP NOT DEANTVG
THE LAND Suav£YORE EMMOSSEo SEAL SHALL 1. 4 DEC 03 LOCATE POURED CONCRETE FOUNDATION. f ENSED JD SURVEYO
NOi RE CONSIDERED TO RE A VALID TRUE COPP 1 26 DEC 02 SHOW 50' WETLANDS BUFFER, SHOW LINE CONNECTING WETLANDS PTS 21-23 AS PER TOWN TRUSTEES REQUEST NYS Lla N0. 49273 201151
WETLANDS DELINEATED BY JEFFREY L, SEEMAN SURVEY OF
C/0 COASTAL ENVIRONMENTAL CORP LOT 43
42 LEWIS ROAD N
QUQCU4 N.Y. 11942 MAP OF SOUTHOLD SHORES
WETLAND RIBBON LOCATION AND BEAR/NO/DISTANCE BETWENN POINTS SITUATE
8-18 N'4' 55' J5 29 04 ARSHAMOMAQUE, TOWN OF SOUTHOLD
8-19 N47 ' 0 3s' E 32975 55' SUFFOLK COUNTY, N.Y.
79-20 N 33" O7' 44" W 29 79'
20-27 N 73' 36' 12" E SA 69'
21-22 S 53' 29' 09" W 2474'
22-23 N 14' 07' 29" E 34.75 SURVEYED FOR: ROBERT SCHIAVETTA
23-07 N 15' 35' 32" W 71,27'
01-02 N 16" 54' 54" W 769' EILEEN SCHIAVETTA
02-03 5 80' 48' 32" W 12.65'
03-04 N 35' 24' 30" W 59 45'
04-05 N 59 77' 77" E 3959'
FMTJ 3853
95-06 N 42' 16' OS" E 49.28' DATE FILED AUG 29, 1963 GUARANTEED TO.
06-07 N 20' 24'06" W 3955 ROBERT SCHIAVETTA
07-08 N 04' 33' 42" W 7803' EILEEN SCHIAVETTA
08-09 N 16' 56' 29" W 1255" TMf/ 1000-057-01-03
09-70 N 63' 53' 31" W 1489
10-17 5 57' 51' 37" W 93.14
ZONED R-40
TEST HOLE BY
MCDONDALD GEOSCIENCE
4/18/02
GRND EL 10 7
D
DARN BROWN CLAYEY LOAM OL
ORO WN SILTY CLAY CL
WATER 4.5
WATER IN BROWN SILTY CLAY CL
8
LOT 45 LP 48 LOT Ll
LIDT'lxt WATER IN BROWN FINE TO COARSE SAND SW
wuuT vnuur vuwna1IWRI WATER IN7 BROWN CLAYEY SAND SC
TARPON DRIVE 12
EL 910 EL GSE
ASPHALT SURFACE wArze Lwu (IDfA9GX VPxoE2,________,_____
----------------- -----'---
----_ a ssa n GeG
EXISTING
- - CONC, COVER m - - - - - -EL 10 — `- - - -
POLE OLE
_
TIE=110' _ S 63'52'30"E 115.00' TO WATER IN eRowN CLAY cll
"0 p sEro WATER aSCT
PIPE METER PIPE
ry 011lll\VII W
O ¢
CESSPOLS (5) 47
2 I 5^ 6
WATER /N errowN FINE r0 COARSE sANo sw
a o
IN 3 0
APPRox'_.!;5 O ^ 53
z x WORD STEPS
uNOER CONS 6 N
SEPTIC
LOT H`}Q w y oR2 40iZQ TANX
LOT 11
vnum 1 2.5' 24 D 15 9—
TWO
RYG STORY
s ✓t RESIDENCE �
n
i
U
112 20
344 a 7 159'
I $ WG00 STEPS O
UNDER CONST' UPPER AND LOWER 3
12A' WOOD OECHS
W7RAILINGS
N UNDER CCNSTR I+]
n
QD
W rp
O IKRANOS LINE N
As PER saM.0 ^ N
TGNM TRUSTEES REOUES,
"Fw9Am„
�All a /A,
•" Ella,/ ��
PE M
N 63'52'30'W 115.00' 1 3"
/rl
50" WIDE CANAL (PROPOSED) 1
1
AP,
NOTES
ALL RESIDENCES IN THIS SUB—
DIVISION ARE SERVICED BY MUNICIPAL WATER.
ALL LOTS AREVACANT WITHIN ng
150' OF LOT 43 EXCEPT AS SHOWN
FIRM MAP NUMBER 3670JC0159 G
DATED MAY 4, 1998
PANEL 159 OF 1026
ELEVATIONS ARE IN 1929 NGVDCDi
m Y CD
x• `aT
C T
SURVEYED; 30 JULY 2002 � A
y
SCALE 1"= 30' L
AREA = 20,125 S F
OR
0.462 ACRES L_,
GUARANTFN INDICATED HERE ON SHALL RUN
ONLY TO THE PERSON FOR II THE SURVEY
IS PREPARED, ANO ON HIS BEHALF ro ME SURVEYED BY
'TILE COMPANY GOVERNMENTAL AGENCY.
LENBING INSTWION. IF usTED H TQND AND STANLEY J ISAKSEN, JR
GUARANTEESGARE No' RAN`STERA"ic io1UnoN P 0 BOX 294
ADGIRONAL INSPNRONS OR SUBSEQUENT OWNERS
NEW SUFFOLK NY 11956
UNALMOR¢ED ALTERATION OR AC MCN TC THIS 631 —734 5635
GURNEY IS A NOLARON OF SECTION 7209 OF
THE NEW YGRU STATE EDUCATION LAW
3 16 JUNE 04 FINAL SURVEY fD�(SURVEYF�COPIESOFMI5 SURVEY MAP NOT BEARING ___Nm BE LAD NsmERt oRea MSSED AS A oEALR SHALL 2, 4 DEC 03 LOCATE POURED CONCRETE FOUNDATION UE LIC SEDCOPY 1 26 DEC 02 SHOW 50' WETLANDS BUFFER, SHOW LINE CONNECTING WETLANDS PTS 21-23 AS PER TOWN TRUSTEES REQUEST N Lic. N 49273 02115'I
NAILING SCHEDULE PLAN CONTENTS:
WIND FRAMING NOTES OCCUPANCY CLASSIFICATION 3 ESIDENTAL
GENERAL NOTES ROOF FRAMING:
1).RIDGE-TO-RAFT ASSEMBLY BLV BUILDING USE RESIDENTIAL DWELLING
When x 20 gauge strap shall ll attached to each pair of rafters in accordance a fable ire JOINT DESCRIPTION NAIL NAIL NOTES
When a collar to is used m leu of a ridge shop,the number o(iDd common nails required CITY
8d SPACING BUILDING HEIGHT 25'T
CONSTRUCTION NOTES: in each end oftheselffifin need notexceed thatemilated numberof Bd nails in thestrap RAFTER TO B'WALL 3-Bit COMMON EACH TOE-NAIL TOTAL SO. FT. OF CONSTRUCTION LIVING SPACE: 2396 SF « GARAGE 4135E • 28T95F TOTAL
TOP PLATE 10'WALL 4-8d COMMON RAFTER PRESCRIPTIVE A5 PER N.Y.5. RESIDENTIAL CONSTRUCTION CODE AND
1) The information within this set of construction documents is related In basic design 2) RAFTER-TO-WALL ASSEMBLY DESIGN CRITERIA
CEILING LATE B'WALL 4-8 COMMON EACH 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
forge and framing details They are Intended as a construction aid nota substitute Lateral framing and shear wall connections for do no telling or truss to top plate shall rafters
In TO TOP PLATE 70'WALL 4-8d COMMON JOIST TOE-NAIL
for generally building codes he General
i ea responsible
for pr viding New York accordance shotabe33 ad to h wall(after or firms note aline with pplatetuds below,ratters FRAMING ELEMENTS AS PERFLOORPLANS CROSS SECTION AND GENERAL NOTES
State butliongcodes The Generals ge risresfewamle(orpishdingstandard the
trusses shall be attached ethe walltop plates verhawall(operate shall be of
dg PARALLEL
RAFTER
AS PER TABLE
BC EACH FACE
construction details and procedures to apry(essionally finished,structurally [he to the wall stud with upllR connections Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-BBC LAP NAIL EXT. BALCONIES 60
sound and a weatherproof Cemole(d(3k� f1 " <�'� shall be connected with uplift connections In accordance with table 3.3c CEILING JOIST LAPS AS PER TABLE 3 EACH FACE DECKS 40
4d, OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10
m ats u rent is a i,stint i rygg 5ib)ei sure 4q ,I walkaddconsens,of 3).WALL-TO-WALL above
andASSEMBLY C0 RAFTER
AS PER TABLE 34 EACH FACE ATTICROOF (6 STORAGE 20
meets current federal,statC/ „"lig 'Fd lova c des,ifficarya sand regulations,etc Wall studs above and studs below a allot level shall be atlached with uplift connections in TO RAFTER WFCM-SBG ENO NAIL DESIGN LOAD CALCULATIONS
Thesecetles areebe wet 'ry�tl paid oftle eciBceEltigj ,lor thisbulltling and accordance eattahe3.3b Whenwall
member
In the
donot fall In line vnlh studs below connectors
!LIVE LOADS P5FJ ROOF (GROUND SNOW LOAD) 45
should be adhered to ever rIP Q2ti de with to p n. i, 5r li studs accordance
with
teacommon member In the floor assembly with uplift connectors in BLOCKING EACH TOE ROOMS reLE(OrE ITHAN SLEEPING) 40
1 TO RAFTER 2-Ed COMMON ENO NAIL
Vut : lid accordance wiN table33 ROOMS !SLEEPING) 30
3) Dimensions shall take de�Jso,id escape! m ga, '( RIM BOARD 2-16d COMMON EACH END STAIRS 40
(DO NOT SCALE DRA WI GS) tea „-v' First wall studs sLL mall be conLY TO nected to the foundation,sill plate,or bottom plate with uplift N. TO RAFTER END NAIL GAURDRAILS (ANY DIRECTION) 200
4).The designer has not beeen5tlgagWio"to� rjat¢i, iEUPau si n and assumes no connectors.Steel straps shall have a minimum embedment of]inches In concrete WALL FRAMING:
rasponsihillty far construction c0.0.drtdN(tldllgqggiwI hes "PI fill or sponslbdlyfor foundation and slab-on-grade,15 Inches in masonry block(oundahons,or lapped under EXPOSURE CATAGORY
construction means,methods,[aLlfa)dgEk;�9ppu serr pm dures,or for safety the plate and nailed In accordance with table 336 When steel straps are lapped under the JOINT DESCRIPTION CITY SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
precautions and programs In connection wl11iRe work.There are no warranties for a bottom plate,3 inch square washes shall he used with the anchor bolts Anchor bolt TP PLATE TO PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE
O
spectra use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3 2a In addition to spacing, 2-ifid COMMON
anchor halts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 NAILING SCHEDULE SEE GENERAL NOTE PAGE
5).Refer a the Window and Door schedule for axledor openings tamers TOP PLATES AT 4-16E COMMON JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
INTERSECTIONS EA SIDE NAIL FIRE PROTECTION
6) TheGeneral Contractor is to ensure that masonry or prefabmcted fireplaces meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS STUD TO 24" FACE SEE FLOOR PLANS
or exceeds manufactures specifications and applicable codes Type I exterior shear walls with a minimum of 1116 inch wood endorsed panel an the exterior STUD 2-ifid COMMON OC NAIL (SMOKE 4 CO2 DETECTORS)
attached with ed common nails at 6"o c at the panel edges and 12"o.c.In the held,and TRU55 DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
HEADER TO 16"00 FACE
]) The General Contractor is to consul)vats the owner for all built-in items edges h gypsum in than on she interior attached with with
he ler length
at]"me is panel 16tl COMMON
such as bookcases,shelving,pantry,closets,toms,etc edges and 10"O.c m the field shall be in accordance with[he length requirements specl0ed HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE
in table 3,15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END
8).Wind load requirements shall be taken into account during construchod. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL
6) TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO
FOUNDATION NOTES. Type 11 exterior shearwalls shall meet the requirements oftable 3.15a-b times the appropriate FLOOR JOIST BAND
BAND JOIST, 2-IEd COMMON FOOT SEE NOT PER FACENAIL
1) TheGeneral Contractorand Mason to review plans,elevations,details and notes to length adjustment factors In table 316 END JOIST OBLOCKING E 1,2
determine intended heightsoffinnshedJeeaa)abovetypicalgrade 7).INTERIOR SHEARWALLCONNECTIONS FLOOR FRAMING: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
2) All footings to rest on undisturbed(virgin)soil Allowable sldewall lengths provided in table 314 shall be permitted to be increased when NAIL NAIL
interior shear yells are used.Sheathing and connections shall he in accordance with JOINT DESCRIPTION OTV SPACING NOTES GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
2442 and 224 respectively SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAVMENT HAZARDS
3) Provide 1/2"expansion joint material between concrete slabs and shutting JOIST TO 4-ed COMMON PER TOE LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
concrete or masonry walls occurring in exledor or unheated Interior areas B CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP PLATE OR GIRDER JOIST NAIL
MODERATE SLIGHT TO
4) Any new concrete walls being attached to existing concrete structure shall Header and/or triter connections shall he allarhetl with uplift connections in accordance BRIDGING EACH TOE 46 LBS. 120 8 SEVERE 3FT. ii NONE
9 with table 3 5.Window all plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL TO HEAVY MODERATE
be Installed with#4 re-har,18"long at 12"o c Use approved epoxy for installation. 3 S BLOCKING EACH TOE
rse
5) Unlessmlai nofed,allslope agrade tobe2500ps.l..Concede tobe 9) CATHEDRAL CEILING ASSEMBLY' TOJOIST 2-Bi COMMON END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
poured an 4 inch thick sand or gravel fll with fixfi wire mesh reinforcing Interior slabs Mare a ridge ua to be used as a structural beam,the rants shall either be notched and BLOCKING TO 3-ifid COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE
to be minimam 3-112 inch thick SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION NOTES
anchored on
nceil thebeamConnections
be attached and wall
ridge AT PANELEDGEG SUPPORTS IN THE PANEL FIELD
6) Crawl spaces to be praviled with a minimum lB"x24"access opening Install one attarong the with
the boing part requirements
ding Connecnonse the ridge and wall shall be be LEDGER BEAM IP 3-ietl COMMON EACH FACE 4'PERIMETER EDGE ZONE Bit COMMON @ 6"O C Bit COMMON @ M 0 C SEE NOTES.1,3
attached whh the above requirements TO BEAM JOIST NAIL
8xi6 cast Iron foundation vent for every 150 sq fl of areaSEE TE 2 F 1 (BOTH FIELDS)
JOIST ON LEDGER PER TOE INTERIOR ZONE Btl COMMON @ 6"O C ed COMMON @ 12"O C
]) Dampproof exterior of opposition with bituminous coating as per aboard R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-fid COMMON JOIST NAIL NOTE: FOR PANEL FIELD
N Y S Residential Consulates Code A 6-hill polyethylene film shall be applied over 1).Unless otherwise noted.all framing material to be 41 ACID pressure Vested lumbar. BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRUSS ed COMMON @ 4"O C Btl COMMON @ 4"O C SEE NOTES t,3
the below grade denied of exterior walls prior to backfilling All fasteners,hangers and anchors to be galvinized or stemless fear TO JOI ST 3-16d COMMON JOIST NAIL
NOTES
BAND JOIST TO PER TOENAIL
8) Drainage as per section R405 of N Y S Residential Construction Code 2) Guilders for deck joists to be(3)2xl2,baited to each post with wash ars and nuts SILL OR TOP PLATE 2"ifid COMMON FOOT SEE NOTE 1 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
Girders on concrete piers shall he anchored with proper steel connectors anchored
FRAMING NOTES into concrete with a minimum 1/2"diax7"long anchor bolt with washers and nuts RO F 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,
NAll
1).All frdming techniques and methods as prescriptive design of 1995 SBC High Wind 3) Pasts supporting Enable shall be anchored Ig a 12"dna concrete Pier JOINT DESCRIPTION dll/ SPACING NOTES the 4 foot perimeter edge zone attachments required shall be used
Edition Wood Framing Construction Manual Use a minimum ill"dla x�"long anchor boll with washers and nuts Footings Shall
bs3 ft below grade. STRUCTURAL PANEL Ed AS PER TABLE 3 B 2).Tabulated 12 inch o c nail spacing assumes sheathing attached to rafter/truss framing members with G>049
2) Unless otherwise noted,all framing and structural wood material to be#2+BTR, WFCM-SBC For framing members with<0.42<G<049,the nail spacing shall he reduced to 6 inches o a
Douglas Fir 4) Deck joists to have blocking at 3'0 o c
CEILING SHEATHING: 3) Tabulated 4inch oanail spacing assumes sheathing to rafter trues flaming members with G>049 For
3) Floors,walls,catlings and rafters to be spaced at 16 inches oa unless noted 5) Am mlmum of 10 inch flashing shall be Installed between the bulltl Ing and ledgerNAIL NAIL �I framing members with 042<G<D49,the nail spacing shall be reduced to 3 inches ac
JOINT DESCRIPTION NOTES
odharwise Ledger to be fastened to building with dna.bolls with washers and nuts OTY SPACING J
4).Unless otherse noted,all bearing wall headers to be(2)2x1042+BTR Doug Fir where needed GYPSUM
wiSd COOLERS 7" O C EDGE
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O C FIELD
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6) Concrete piers shall beaminlmum 6"above grade WALL SHEATHING: WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall p).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
openings between 41 and 6'D and 2x6 wall openings between&11 and 899 Provide fire m girder(s) JOINT DESCRIPTION QTYSPACING NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
and blocking where applicable. SEE NOTES 1,3(BOTH FIELDS)
B) Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL 8d COMMON AS PER TABLE 3 9 4'EDGE ZONE8d COMMON @ 6"O.G Ed COMMON @ 12"O.G. NOTE'2 FOR PANEL FIELD
5) All flush musunwheaders to he installed with heavy duly galvmrzed hangers and PANELS WFCM-SBC
anchors where applicable to all connecting joists PLUMBING NOTES 7116"OSB 3"O.C.EDGE INTERIOR ZONE 8d COMMON @6"OC Btl COMMON @12"OG SEE NOTE'.3
VIC0PLYWOOD fid COMMON 6"O.G.EDGE
6).Double up floor joists under walls that run parallel to the 800rjolsl and under balaubs 1).All water supply,drainage and venting to be installed as per N VS ResidentialIELD NOTES
Floors 0 have ceramic the installed shall be venfied for proper load rapacity unless noted Construction Code GYPSUM Ed COOLERS ]" O.C.EDGE
on plans WALLBOARD 10"00 FIELD THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
2) Verify septic system wlihthe Engineer for Suffolk County Health Department approval. FLOOR SHEATHING:
]) er.11earing wlbrltlging in fioorjorsts at 8'Dpro.Use solid blocking in Ooorloists be For wall sheathing within 4feet of the corners,the 4foot edge zone attachment requirements shall
underall bearing walls 3) If vde ll studs,adequate
sor ng andslaes t outduringa installationfor any estrucure Verify with
work JOINTDESCRIPTION NAIL NAIL NOTES be usetl
provide adequate bracing and platesrpralecl and secure the structure Verily wrath the OTY SPACING
8) Provide insulation baffles at save vents between rafters Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permuted STRUCTURAL PANELS W O C EDGE 2) Tabulated 12 Inch o.c,nail spacing assumes sheathing attached a stud framing members with
needed HVAC SYSTEM NOTES 1"OR LESS Bit COMMON 12"O.C.FIELD G>049.For framing members with 042<Gq the nail spacings shall he reduced to 5 inches a
9) Unless otheraise noted,all roofs and walls to have a minimum 112"Mick,4-ply Fir 1).Mechanical subordinated is responsible for adjacent to all applicable codes and safety NOTES: 3) For axledor panel siding,galvinized box nails shall be permitted to be substituted for common nails
COX exterior shedding grade plywood Plywood to cover over plates and headers. requirements
THERE NOTES ARE ONLY TO BE REFERRED TO IF
10).Unless otherwise noted use 314"thick TGG PTS Fir or Advanech plywood subooer 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY
adhered with PL400 adhesive and screwed to Door joists.Finished floor to be installed equipment supplier
over subfloor as per manufacture's Incursions 1).Nulling requirements are based on wall sheathing
3) HVAC subcontractor to provide final system layout drawing and submit it m the General nailed 6"on-canter at the panel edge.if wall sheathing
11) All bathroom walls to have 12"[hick moisture-resistant sheefrock.Garage walls and Contractor and owner for final review and approval is nailed 3"on-center at the panel edge to obtain higher
ceilings and over furnace to have 518"thick type-x sheetrack.All other parts of building a shear capacities,nail Ing requirements for structural to
HOU
to have regular ill"sheetrack All walls to be taped and finished. ELECTRICAL N OTE S: members shall be doubled,or alternate connectors, �/
such as shear plates,shell be used to maintain load path. U(`.
12) All roof with a pitch less than 4:12 shall be installed with an Ice 8 Water barrier or 1).All electrical to be noodled as par N Y S Residential Construction Code
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2) When wall sheathing is continuous over connected
torch down type material avec 2) All electoral work shall be approved by a qualified Underwriter memficalke tabulated number of more shell he permitted SCALE 1/4" • I'0" APPROVED DRAWN I M. HAND
to be reduced tot-16d nail per fool
13) All siliplates and wood inskecontact nd MM concrete lobeield pressure
approed.equal, to 3) Install Smoke dell Can and Carbon Monoxidedelecmrs throughout as per section R317 DATE July 10, 2003 REVISED
Ing installed with a foam sill gasket and cop-r-tax termite shield or approved equal. of N V 5 Residential Construction Code
TARPON DRIVE
SOUTHOLD, NY S °F S
DECIG
II EGRESS EG E5 EGRE55
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UNCEAWAITEAS CERTIFICATE
COMPLY WITH ALL CODES OF REQUIRED
NEW YORK STATE & TOWN CODES OFFICE
DO NG5 PROCEED WITH
SOUTHOLDTOWNZBA
A FRAMING UNTIL SURVEY SOUTHOLD TOWN PLANNING BOARD
OF FOUNDATION LOCATION #5"4 SOUTHOLD TOWN TRUSTEES
HAS BEEN APPROVED. APPROVED AS NOTED
60' O" IJ I L NYS.DEC
DATE: B.P.N
FEE: I27P-°
34�-4" NOTIFY BUILDING By.
AT
31-6" 31-0" 14'-211 5'-O" 21-10" 31 01, 31_6„ 765.1802 SAM TO 4 P FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
CONCRETE
p p UGH - FRAMING d PLUMBING
1 --- _ -------------- • 3_71 SULA ON
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20'-8 3' 8 n 34�-4 B COM LETE FO
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- . REO IREM NTS OF� THE
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• 1 �9 YOR STA E. NOT IREy'P
1 1 TO BE CONFIRMED OR ` B{,E FOR
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1 PRIOR TO INSTALLING FORME 581_811
1
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WITHOUT C RTIFI6ICTI OF
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36'-E3” ro 22-g'CCUPANCY NAIL NG & CONNECTIONS
OF O REQUIRED.
m
ALL CONSTRUCTION SHALL PLUMBING
ALL PLUMBING WASTE
MEET THE REQUIREMENTS OF TH &WATER LINES NEED
CODES OF NEW YORK STATE. E STING BEFORE COVERING
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FLOOD ZONE OLDER USED IN WATER
COMPLY WITH CHAPTER" " � _ UPPLY SYSTEM CANNOT
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601-0"
FOUNDATION PLAN
.Q AREA: 1607 6F HOUSE
SCALE I/4" . I'O" APPROVED DRAWN BY M. HAND
DATE July 10, 2003 REVISED
TARPON DRIVE
SOUTHOLD, NY of
14'-0" 181-0"
--------------
TYP. 6x6 POST
w/ 12" DIA
6o'-O" CONC. PIER
3
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20,_8" 5'-011 134'-4"
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60-011 I SCALE 1/4" • Ib" APPROVED DRAWN BT M. HAND
16T FLOOR PLAN DATE July 10, 2003 REVISED
AREA. 10125F TARPON DRIVE
SOUTHOLD, NY 21)F S
60'-O"
31'-O
1. 14'-O" 15' 011
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24'-0" 141_011 22L_0" HOUSE
SCALE 1/4" 1'O" APPROVED DRAWN BY M. HAND
001-0"
DATE July 10, 2003 REVISED
2ND FLOOR PLAN
AREA: 755 BF TARPON DRIVE
SOUTHOLD, NY °F
CHIMNEY TO BE
MIN, 2'0 ABOVE RIDGE
f2) I-3/4x14 LVL RIDGE
S\per 2x6 OJ a I6 OC R O IN8ULATIO
ASPHALT ROOF -
1/2" COX SHEATHING - - - - - -
(OPEN CEILING - 1OC
R30 INSULATION _ _ _ o\w
T
.10
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VAPOR BARRIER =
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A4 STUDS a I6" OC
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_ -
(3/4" Su OO ) _
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(3) I-3/4xS-IR 2.OE LVL (3) -3/4x9-1/2 2.OE LVL (3) 1-3/4x9-1/2 20E LVL VENT
ROOF V
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SCALP_ GE = R WIPINSLOPE" 1/4" PER FOOT PITCH Y sT€i>RPc V' rn
(SEE CONNECTION DETAIL PAGE FOR WIND LOAD STRAPG
REQUIREMENTS)
(SEE GENERAL NOTES FOR NAILING, HEADERS...J PLUMBING S C H E M AT I C
N.T.S.
HOUSE
SCALE 1/4" - 1'O" APPROVED DRAWN BY M. HAND
DATE JWy 10, 2003 REVI6ED
TARPON DRIVE
SOUTHOLD, N1' 40F
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DATE JWy 10, 1003
TARPON DRIVE
SOUTNOLD, NY of
EXTERIOR WINDOW 4 DOOR 5CPEDULE
BIM MANLP40NRE CAT.NO. WE DESCRIPTION SNIT LLV420NE MIN. UNIT
eF D.P.O.P. NDTEs WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16" AND MAXIMUM
as ANDEaBEN iLIH31611 - FRENDH DDDR -m.w - <- PANEL SPAN OF a FEET SHALL BE PERMITTED FOR OPENING PROTECTION 1N WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
e-I GADCD _ Tess Dv6aHEaD DDDR m • _ •o ,o /ai 3"siRurs w/vERr. PDer MIG.wl'.10 ONE- AND TWO- STORY BUILDINGS. PANELS 514ALL BE PRECUT TO COVER GLAZED
0', ANOE28EN iW3O6] OD1BLE HUNG ]O.0 0.3• 4 35 •5 NeE WITH DM16N-PREBfiIIRE BPGRADE KIT
cd ANDEReEH wsD6x DouBLE HUNG m.B D,3• z aG as UBE wrH DE01GN- - OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.
PRE6dIRE UPGRADE NOT
D-x avDEReEN- DUP•3w PlcruRE m.eT _ o.3s s ao so TEnPErzED (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4)
E-I ANOtR85N (3J N13063 COBBLE HUNG 0.. 0.3• 4 35 45 WE Wlhl OE]IGN-R2E9swFE,uPGRADE KIT
F] ANDERpEN FWH8D8114P/PA PNANOH INSWING DOOR IO.l6 0.33 5 40 b UBE WITH DESIGN-PREBWREu PGRADE KIT
G-I 4ND2RSEN AR416<OVER)C335 AWNING bVER)CABEHFNT 5]g1.6033/O.x9 • b 50
G-3 ANDERSEN AR,16(OVER)6235 AWNING(OVER)CABEMENT 3.l/ILS 0.33-0.]9 B 45 50
H-] ANDEaBEN TUB03x = _HUeG ON61 Dat 5 35 m UOE wIRl DE9IGN-PR660RE UPGReDE KIT PARTNER PANELSPAN FEET<PANEL FEET<PANEL 6FEET<PANEL
TRANWM102-20i 5/O TRAN6OM<OVIII Dye TWE <2 FEET SPAN 14 FEET SPAN<6 FEET SPAN<5 FEET
-2 THERMATRU SIDELIGHTS B$10 1/0-3/0H/O INSWING, 40 OZ1 5 4O 50 21*6
ODOR.6m6 BIOELIGHT6/pOOR _ 43B CODSCREWS 1. 16 12 9 'I
J-I V:1L% PCM16/4 BKTLIGNT RT OM 3 b BO 2-112#6
NO-1 ry TW3D6x-x — - - WOOD SCREWS i6 1fi ifi f2
DOUBLE HUNG 20b 0.34 • 36 15 USE WITH DE6IGWPREBBURE UPGRADE Kli
ALL EXTERIOR OPENINGS TO HAVE DEBRI-PROTECTION
GLAZING FOR 120MPH WIND ZONE UNLESS USING PANEL
PROTECTION. INSTALL AS PER MANUFACTURES INSTRUCTIONS
I
II.
IJ--
I I
II
II II
I� Iry- ULTIPLE SECTION ASSEMBLY:
'I I' I/4" THICK BOLTS o 2' OC
'I II I
IJ -" lA ' I•"
II II
II II � I
II ; I II
II II � I II
DECK CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILSNs.g
WIND RESISTANT CONSTRUCTION CONNECTORS FOR PANEL SPANS:
u nou c nDN T v vo a 4' OR WIDER SPAN
DST TO PI ANOVOR F Uu.us w/MIN. °DIA.. ^ DHG LT 23/32" APA SPAN-RATED 48/24 SHEATHING D ]PLYWOODiS
GIRDER/HEADER STAIR TREAD INI. D.T DnN cuG AIME D w 6 U66 us W/MIN, 1 DHD DLT IA..T N (OVERLAP AROUND OPENINGS 4")
4. GTI ID H / 5E4/ IIS ON I FO 06
POST RIM 50ARD6 OCT TO /H 666/ 2FD 0 KC66 5 ONE I H II
POST/DOWMN sy 6rNIGERcovu ouT 0 a DN "MINIFAL 2x4 STRONG-BACKS o 24" OG IY IY
STRINGER C O OWN a Fp CH J06T
RIM/DEOK JOIST .ouaw n<aw.Ac`1AIIITb , m NATATITIOu"1.i6u-ON,Ta Acwe.6 l IMUM `�"""'1m'o"' ASSEMBLY:
ra.—maD TION, .
STRINGER TO DECK/POROH CONNECTION ore0 DreE�P�w,No U, PREASSEMBLE PLYWOOD TO 2%4'S: 6 10%3" (w/ WASHERS) GALVI OR
GIRDER/HEADER TO POET/GOWMN CONNECTION NAILING SCHEDULE STAINLESS STEEL WOOD SCREW o I2" O.C.
NAIL D- ATTAGHING STRUCTURAL PANEL: FASTEN TO BUILDING w/
POST TO DECKIPORCH CONNECTION •10x3" (W/ WASHERS) GALVINIZED OR STAINLESS STEEL
1OTia ois ea WOOD SCREW o 16" O,G,
ALTE-NINONRNATIVE FASTNER FOR SHUTTER TO BILL GIRDER/HEADER— *"`v r 3 - E •10 TEE NUTS ATTACHED TO BLDG, W/ 610%1-1/2 f W/ WASHERS)
MACHINE BOLT 9 12" O.G.
GIRDER/HEADERTO
POST/COWMN
01ST
P06T/COLUMN O
o DECK AND COVERED PORCH NOTES"
GIRDER/HEADER :I wi.ou<we..mea �Tl g�Coax nc�p'tl""u.vuewm , �'" Nk r
oI�N....."'I"N.�'w.nNum vmim e,PY�wNxvmn.nYwU 1� �
A_
" . �ea
o 'm D R�
4, ,
GIRDERMEADER t0 F]OST/COWMN CONNECTION GIRDER/HEADER TO POST/COWMN CONNII ION m m�inpmwae�w,.nulle,.nae�awolzvlzvlx wH,
"T .a ae.e•Kwmllxlu..m�".e."m rme"usual 11'1% ! f Y.
.,c" ti"m�sia�o: uzei"ed
L'cm rt.,AT.l I ..AIT_IT s.poy Q�wlWwmAen.ienu6 .
GIRDER m"w=vl les`."°°°^'4wnnrve.o".e.z:'v 0—u 'm.u"Ue w."mow
SSS
POST CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
WOOD JOIST �� fNNrec
CMI
LOAD ("IIII q mE TGI ce wT xwwoe
CONCRETE PIERGIRDERMEADER-
12A I2'klT CONCRETE FOOTING 11 NON.
WOOD JOIST
POST TO FOOTING CONNEOTION
GIRDER TO CAN7J--TI,
PIER COIU(�.
JOIST FRAMING RUSH WITH GIRDER/HEADER 1 1 O, 1 �6 E
DRETE ^/
SCALE I/4" • III" APPROVED DRAWN BY M. HAND
DATE July 10, 2003 REVISED
TARPON DRIVE
SOUTHOLD, NY of S
CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS
CONNECTION LOCATION: PART NUMBER: NOTES:
RIDGE-TO-RAFTERS L5TA24 APPLY TO EACH PAIR OF RAFTERS
RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER
APPLY TO EACH RAFTER
RAFTER-TO-PLATE RTI5 (USE WITH 5PTH4 CONNECTOR)
NOTCHED RAFTER
I4 RAFTER PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD
RIDGE 2ND, FLOOR WALL-TO-IST, FLOOR WALL KLFTA OR M5TA36 APPLY TO EACH WALL STUD
RIDGE
HEADER-TO-JACK STUD 1_5TAI2 APPLY TO EACH JACK STUD
CRIPPLE STUD-TO-HEADER RT3 OR IRT-1 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWN ANCHOR AD55 APPLY TO EACH SIDEWALL END
WRAP UNDER DOUBLE SILL PLATE
IST. FLOOR-UNDER-SILL PLATE M5TA36 OR RSI6-R (USE WITH 3" SQUARE WASHERS)
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION,
FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY,
ANCHOR BOLT CONNECTION
FOUNDATION 5/8"DIA ANCHOR BOLT
E77
IMP
OLT CONNECTION SUPPORTING MAXIMUM SPACING
RAFTER PROVIDE I/2' SPACING TO FOUNDATION ISTORY 72"OC
BETWEEN THE END STUD EOR FOOUNDATION TO FOUNDATIONp STORIES 36"OC
AND THE 2 OTHER STUDS E OR FOUNDATIONFOR ALLOWING CONNECT CORNER STUD LATE TO FOUNDATION -2 STORIES 5]"OC
-ON-GRADE
RAFTER
HOLDDOWN INSTALLATION TO TRANSFER SHEAR USE WITH 3x3 SQUARE WASHERS
TOP PLATE FASTEN WITH (2) 16d (USP L5PS58 OR BP583)
COMMON NAILS a 6" O,G,
TOP PLATE �
WALL STUD SIDEWALL ENDWALL
WALL STUD KING STUDS
-
TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION
CRIPPLE STUD -�
HEADER
2ND, FLOOR WALL STUD
JACK STUDS
2ND, FLOOR PLATE
5UBFLOOR
WOOD JOIST RIM BOARD
BLOCKING WOOD JOIST TYPICAL HEADER CONNECTION
GIRDER/HEADER IST, FLOOR TOP PLATES SILL GASKET
4 t
WOOD GIRDER WOOD JOIST IST FLOOR WALL STUD TERMITE SHIELD
DBL, SILL PLATES �
(TO OVERLAP JOINTS)
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER - -
TYPICAL MULTI- OR Y - 1t:�N �NNDATION WALL A
IST, FLOOR WALL STUD r -
I � n
it SILL PLATES TO FOUNDATION ANCHORING
IST, FLOOR PLATE �u��., "`��•+
SUBFLOOR
5tl0
WALL STUD WALL STUD RIM BOARD
BOTTOM PLATE BOTTOM PLATE HOUSE
BATHTUB SUB FLOOR DOUBLE SILL PLATE
DOUBLE J015T DOUBLE JOIST
FOUNDATION WALL •° SCALE I/4" = I'O'C APPROVED DRAWN BY M. HAND
DATE July 10, 2003 REVISED
A
TARPON I-
DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS IST. FLOOR TO FOUNDATION CONNECTIONS
SOUTHOLD, N1' OF S
NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1).RIDGE-TD-RAFTER ASSEMBLY BWLDING USE RESIDENTIAL DWELLING
1-114'x20 gauge strap shall be attached torsch pavofeaftersin anumdanceto table34 JOINT DESCRIPTION NAIL NAIL NOTES
o When a collar tie is used in leu of a ridge strap,the number of 1Oil common nails required QTY. SPACING BUILDING HEIGHT 25'1
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number ofBdnailsinthestrap RAFTER TO S'WALL 3-8d COMMON EACH TOTAL 50. FT, OF CONSTRUCTION LIVING5PACE: 2396BE , GARAGE: 4135F • 251S5FTOTAL
CONSTRUCTION N N ES TOP PLATE 10'WALL 4-8d COMMON RAFTER TOE-NAIL
7) The in I thin this set of construction documents is related to basic design 2) RAFTER-TO-WALL ASSEMBLY' CEILING JOIST B'WALL 3-ed COMMON EACH DE5IGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
rete They are Intended as a construction aid,not a substitute Lateral framing and shear..It connections for rafter,celllng or me.to tap plate Shall be in TOE-NAIL 995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
fo TO TOP PLATE 10'WALL:4-8c]COMMON JOIST
Aiding practice and compliance with current New York accordance to table 3.3.When a rafter or tress do not fall in line with studs below,rafters
b ral Contractor is responsible for providing standard or tresses shall be aU..h.d to the alltop plate and the wall top plate shall be atlached to CEILING JOIST TO AS PER EACH FACE FRAMING ELEMENTS ASPERFLOOR PLANS
wCROSS SECTION AND GENERAL NOTES
'Is d
as to ensure a professionally Feininger stmcturatiy Neto the wall stud with uplift connections Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60
d of ted product shall be connected with uplift connections In accordance with table 3.3c CEILING JOIST LAPS AS PER TABLE 37 EACH FACE DECKS 40
OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10
( The ICO V citor i risible fm ensuring[halon wmk.ed construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3 4 EACH FACE ATTICS w/ STORAGE 20
els a !a a and local codes,ordinances and regulations,etc Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR
ORAFTERLARTIE WFCM-SBC ENO NAIL DESIGN LOAD CALCULATIONS
Th co s o
or .spam°fth..Iecifcatl...for this building and accordance with table 33b When wall studs above do not fall in line with studs below,the (LI LOADCLOADS ULA ROOF (GROUND SNOW LOAD) 45
bo toe ,n nonce wllh the plan. studsshall be attached toe comm on member in the floor assembly with uplift connectors in BLOCKING 2-ed COMMON EACH TOE ROOMS (OTHER THAN SLEEPING) 40
Ar}, Ce accordance with table 33 TORAFTER END NAIL ROOMS /5LEEPING) 30
d tover S.n.gldmvAngs RIM BOARD 2-16d COMMON EACH END STAIRS 40
i (D I I S), 4) WALL ASSEMBLY TO FOUNDATIONTO RAFTER END NAIL
First wall studs shall be connected to the foundation,slit plate,or bottom plate with upIIN GAURDRAILS !ANY DIRECTION) 200
4) The designer as not been engaged for construction supervision and assumes no connemare Steel straps shall have a minimum embedment of 7 inches In concrete WALL FRAMING: C
responsibility for construction coordinating with[hese plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under EXPOSURE CATAGORT
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3 36.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES LOAD PATH SEE CONSTRUCTION PAGE ANDWIND PATH CONNECTION
precautions and programs in connection with the work There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolls Anchor bolt TOP PLATE TO PER FACE NAIL !ROOF - FOUNDATION) DETAIL PAGE < GENERAL NOTE PAGE
specific use expressed or implied in the use of these plans spadng,x to be spaced and oozed in accordance to table 32a In addition to spacing, TOP PLATE 2-16d COMMON FOOT SEE NOTE ( NAILING SCHEDULE SEE GENERAL NOTE PAG
anchor bolls are to he spaced between 6-12 inches from the end of a sill plate and all
5) Refer to the Window and Door schedule for exterior openings, comers. TOP PLATES AT 4-16d COMMON JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
INTERSECTIONS EA.SIDE NAIL
61.The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS FIRE PROTECTION
STUDIO 24" FACE
or exceeds manufacture's specifications and.applicable d l l theterior SEE FLOOR PLANS
pp codes. Type l exterior shear walls wllh a minimum of 7116 inch woostructural paneon ex
STUD 2-i6d COMMON O.C. NAIL (SMOKE x G02 DETECTORS)
attached with Bid common nails at 6"o c.at the panel edges and 12'Be in the field,and TRU55 DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
7).The General Contractor,.to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o c at panel HEADER TD 16"O.0 FACE
Bodoni an g qspecifiedHEADER i6d COMMON ALONG EDGES NAIL ENERGY CALCULATIONS RF5CHECK 3.5 RELEASE I
such as bo
g partly arson.,trims,etc edges and 10"o.c into field shall be In accordance with the length requirements
,n table 31 code TOP OR BOTTOM 2-i 6d COMMON PER 2.4 STUD END
B).Wind load requirements Shall betaken into account during construction PLATE TO STUD 3-16dCOMMON PER2x6STUD NAIL
fi) TYPE 11 EXTERIOR SHEARWALL CONNECTIONS' BOTTOM PLATE TO'
FOUNDATION NOTES: Type 1)extenor shearwalle shall meeuherequkements of table 315.-6 times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL
1) The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 316 END JOIST OR BLOCKING FOOT SEE NOTE 1,2
determine intendedheightsoffmishedfl°°as)abovetypicalgrade 7) INTERIOR SHEARWALLCONNECTIONS FLOOR FRAMING: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
2) All footings to rest on Undisturbed(vvgie)sail Allowable sidewall lengths provided in table 314 shall be permitted to be increased when NAIL NAIL
Interior shearwalls are used Sheathlog and connections shall be in accordance with JOINT DESCRIPTION NOTES GROUND WIND SEISMIC FROST WINTER ILESHIELD
2442 and 224 respectively, QTY SPACING FL000
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY OE61GN UNDERLAYMENT HA200D5
3) Provide 112"expansion joint material between concrete slabs and abutting JOISTTDU 4-Bit COMMON PER TOE EGAD (MPH) CATEGORY DEPTH TEMP. REOUIREO AR
concrete or masonry walls earning in exterior or unheated Interior areas 8.CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP PLATE OR GIRDER JOIST NAIL
MODERATE SLIGHT TO
Header a 35. girder connections shall be attached with asp a in adoords in accordance BRIDGING EACH TOE 45 LBS. 120 B SEVERE 3 FT. 11 NONE
4).My new concrete walls being attached to existing concrete structure shall 2-ed COMMON TO HEAVY MODERATE
be Installed with R4 re-bar,18"long at 12"o.c. Use approved epoxy for installation wild table 3 5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL
BLOCKING EACH TOE
5).Unless otherwise noted,all slabs on grade to he 2500 p of..Concrete to be TO JOIST 2-Bd COMMON END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
9) ere. do.Lobb use ASSEMBLY:
poured on 41nch thick sand or gravel flit w,iM1 6x6 wire mesh re,nforcing Interior slabs Where a ntlge Is to be used as a sRuctural beam,the callers shall e,iM1er be notchetl and BLOCKING L 3-16d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE
to be minimum 3-1/2 inch thick anchored on top of the beam or slope connectors shall be attached to each rafter-m-ridge SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION NOTES
along the open ceiling part of the building Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE AT PANEM GES SUPPORTS THE PANEL FIELD
6) Crawl spaces to be provided with a minimum 18'x24"access opening Install one attached with the above requirements TO BEAM 3-1fitl COMMON JOIST NAIL 4'PERIMETER EDGE ZONE ed COMMONN @ @ 6'O O. ed COMMON @ 6"0 C SEE NOTES.1,3
8x16 cast Iron foundation vent for every 150 sq,ft of area
JOIST ON LEDGER PER TOE INTERIOR ZONE ed COMMON @ 6"O C Btl COMMON @ 12"O C SEE NOTES 1 (BOTH FIELDS)
7) Dampproof exterior of foundation with bituminous coating as per section R4o6 of DECK AND COVERED PORCH NOTES: TO BEAM 3-Btl COMMON JOIST NAIL NOTE 2FDR PANEL FIELD
7) DareResidential Construction Code A 6-mlminou polyethylene oating as shall coon lied 8406 of 1).Unless otherwise noted,all framing material to be Rl ACO pressure treated lumber BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRUSS Btl COMMON @ 4"O G 5d COMMON @ 4"O C. SEE NOTES 1,3
the below grade porion of exterior walls prior to backflling
All fasteners,hangers and archers to be galvinized or stemless steel TO JOIST 3-i6d COMMON JOIST NAIL NOTES
BAND JOIST TO: PER TOE NAIL
B) Drainage as per section R405 of N.V.S.Residential Construction Code 2) Girders for deck joists to be(3)2x12,bolted to each post with washers and nuts SILL OR TOP PLATE 2-,fid COMMON FOOT SEE NOTE (
Girders on concrete piers shall be anchored with proper steel connectors anchored THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
FRAMING NOTES into concrete with a minimum 1/2"the x Y'long anchor halt with warrens and note ROOF SHEATHING:
1) All framingtechniques and methods as prescriptive design 1995 BBC High NAIL 1) Forroof
perimetereathing
edge zhin 4 one
attachments
requiredgsof thereof,mdudmg 4feet on each.itis of the roof peak,
9 9 Use
Pasts imam 1ing girders shall be anchored it a 12"ala concrete Par JOINT DESCRIPTION NAIL
SPACING NOTES the 4 foot perimeter edge zone a[lachments required shall be used
Edition Woad Framing Construction Manual. Use a minimum 1de.ala x 7"long anchor boll with washers and nuts Footings Shall
be 3 ft below grade. STRUCTURAL PANEL ed AS PER TABLE 3 B 2) Tabulated 12 inch D.anet spacing assumes sheathing attached raker!tress framing members with G>0.49
2).Unless otherwise noted,all framing and structural wood material to be 92+BTR WFCM-SeC For training members with<042<G<049,the nail spacing shall he reduced to 6 orches o.c
Douglas Fir 4) Deck,ded to have blocking at 6'0 o c.
CEILING SHEATHING: 3).Tabulated 4Inch oc nail spacing assumes sheathing to rafter/Russ framing members with G>049 For
3) Floors,walls,tailings and rafters to be spaced at 16 inches a c unless noted 5) A minimum of 10 inch flashing shall be installed between the building and ledger NAIL NAIL framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches oc
olheiwse Ledger to be fastened to building with ill"ilia.bolts with washers and nuts JOINT DESCRIPTION CTI• SPACING NOTES
4) Unless otherwise noted,all bearing wall headers to be(2)2x1082+BTR Doug Firwhere needed GYPSUM 5d COOLERS 7" O C EDGE
Bearing wall headers to have(2)lack studs and(2)full length studs on each side of all WALLBOARD 10"❑C.FIELD
openings.LVL headers to have IS)jack sleds and(2)FUJI length sWds on each side of 6j.Concrete piers be 6•ah°we grade WALL SHEATHING: WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
openings.Bearing wall window stile shall also have(2)window sill plates for 2x4 wall Y) All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
openings between FI and 6'0 and 2x6 wall openings between 5'11 and B'9 Provide fire to girder(.) JOINT DESCRIPTION QTY SPACING NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
and blocking where applicable. GEE NOTES i,3(BOTH FIELDS)
STRUCTURAL AS PER TABLE 3.9 4'EDGE ZONE Bd COMMON @ 6"O G Btl COMMON @ 12 O C
5).All flush beam.lhead.m to be Installed with heavy duty galv,n..d hangers and 8) Covered Roofs shall be assembled and anchored the same manner as a typical building. PANELS Bd COMMON WFCM-SBC NOTE 2 FOR PANEL FIELD
anchors where applicable to all connecting joists PLUMBING NOTES 7116"OSB 3"O.0 EDGE INTERIOR ZONE ed COMMON @6"OL. 6tl COMMON@12"OC SEE NOTE.3
PLYWOOD 6d COMMON 6"O C FIELD
6).Double up Feminists under walls that run parallel to the fimrfret and under bathtubs. l) All water supply,drainage and venting to be installed as per N.YS Residential NOTES
Floors to have ceramic the Installed shall be verified for proper load capacity unless noted Construction Code GYPSUM Stl COOLERS 7" OC EDGE
an plans WALLBOARD 10"0 C FIELD THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
2) Verify septic System wththe Engineer for Sukoll,County Health Department approval FLOOR SHEATHING:
un eralllb acing ally ,ng in Foorjosis a[e'0o a. Use solid blocking in toorlosis 1) For wall sheathing wOh,n4feet of the comers,the 4foot edge zone attachment requirements shall
untlerallbearing walls 3).vde wall plates joists
andplaare scut omduring id s allation for any ecureteanucur, Verify
related work, JOINT DESCRIPTION NAIL NAIL NOTES be used
provide adequate braang and plates to protect and secure the svuclure Verity with the DTV SPACING
8).Provide insulation baffles at save vents between rafters Install draft blocking as state rude and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"CC EDGE 2).Tabulated 12 inch o c nail spacing assumes sheathing attached to stud framing members with
HVAC SYSTEM NOTES
needed V OR LESS 8d COMMON 12.0 C FIELD G>049 For taming members with 042<G<,the nail spacings shall be reduced to 6 inches ne,
9) Unless otherwise noted,all roofs and walls to have a minimum 112"thick,4-ply Fir 1) Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 3).For exterior panel siding,galv,mzed box nails shall be parroted to be substituted for common nails
COX exterior sheathing grade Plywood Plywood to cover over plates and headers requirements.
THESE NOTES ARE ONLY TO BE REFERRED TO IF
10).Unless otherwise noted use 314"[hick T&G PTS Fir or Advanlech plywood sub0oor 2) HVAC subcontractor Is to fully coordinate all system date and requirements with the MENTIONED IN SCHEDULE NOTES ONLY.
adhered with PL400 adhesive and screwed to floor joists Finished floor to be installed equipment supplier
over subteen as per manufacture's mstructmns 1).Nailing requirements are based on wall sheathing
3).HVAC suhoonbactor to provide final system layout crowing and submit it to the General nailed 6"on-center at the panel edge.if wall sheathing
111 All bathroom walls to have 112"thick moisture resistant sheevContractor and owner for final review and approval
ock Garage walls and ,s nailed 3"on-center at the panel edge to obtain higher
ngs
ing
ts for
radend
to haveand
gularl2-shefurnace tohave 51alls thick tytaped ndfini.All other pans of building shear
shallh doubt rd,or emenaecotnector HOUSE to have regular ill"sheetrock All walls to be taped and finished ELECTRICAL NOTES: membersasshear plates,
shall
to mecntainl ad (`�/•v
such as shear plates,shall be used to maintain lead path.
12) All roof with a Stan less than rashall be installed with an Ice 8 Waiter bonier or 1) All electrical to be Installed as per N V S Residential Construction Code
approved equal.Flat roofs shall bea applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is oover connected
torch down type malenal over 2) All electrical work shall be approved by a qualified Underwear members,ihe tabulated numberber of of nainal ls shall be permitted SCALE I/4" . 1'O" APPROVED DRAWN 0Y M. HAND
to be reduced tot-i6d nail per foot
13) All sill plates and wood,n contact with concrete m be pressure treated Sill plates to 3) Install Smoke detectors and Carbon Monoxide detectors lhrougheut as per section R317 DATE July 10, 2003 REVISED
be installed wile a foam sill gasket and cop-rHex termite shield or approved equal of N V 5 Residential Constmclion Code
TARPON DRIVE
SOUTHOLD, NY 8 or S