HomeMy WebLinkAbout30421-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-30748 Date: 02/07/05
THIS CERTIFIES that the building ADDITIONS/ALTERATIONS
Location of Property: 755 SOUNDVIEW AVE MATTITUCK
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 94 Block 1 Lot 6
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JUNE 16, 2004 pursuant to which
Building Permit No. 30421-Z dated JUNE 22, 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 ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED
FOR.
The certificate is issued to LYNN ROSSINI
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2028018 01/28/05
PLUMBERS CERTIFICATION DATED 01/20/05 CUTCHOGUE EAST PLUMB&HEAT
Authorized Signature
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
"1 BUILDING DEPARTMENT
;=B T TOWN HALL
765-1802
_ APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%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 poo1425.00,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
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
!"
A& to, Date. j Z�
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 7�� vy%t , , 0_
House No. Street Hamlet
Owner or Owners of Property: Lyn Pp 6 SS i V) ie
Suffolk County Tax Map No 1000, Section 1 q Block �' Lot Cp
Subdivision Filed Map. ll Lot:
Permit No. 3014 2— l Date of Permit. 6/Z Z Q Applicant• -L-A
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Si
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. 30421 Z Date JUNE 22 , 2004
Permission is hereby granted to:
LYNN ROSSINI
755 SOUNDVIEW AVE
MATTITUCK,NY 11952
for
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR
at premises located at 755 SOUNDVIEW AVE MATTITUCK
County Tax Map No. 473889 Section 094 Block 0001 Lot No. 006
pursuant to application dated JUNE 16, 2004 and approved by the
Building Inspector to expire on DECEMBER 22, 2005 .
Fee $ 607 .20
r zed i ature
ORIGINAL
Rev. 5/8/02
JAN-20-2005 02 : 17 PM INLANDAHOMES INC 631 298 9697 P. 02
jo
�4
Torun Hall. 53095 Main Road J Fax (516) 765-'E21
P. o. Box 1179 Tole pnor,0 (5 16) 7(5• 5'�;
so'll,01c, New York 11971
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
C E R T I r I C A T 1 0 N
DATE:
Building Permit No. 30q z LZ
owner:
(please print)
Plumber: 040- e0
(please ftint) VvV
i certifY that the solder used in the water supply system
Contains less than 2/10 of 1% lead.
15m era signature)
SUDAN J. NAGY
N�otary Public state of New York
No.4896735
Quaiff ied in Suffolk County
sworn to before me this commission Expires May 20
day of
Notary Public, county
a
5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
S S
5 BUREAU OF ELECTRICITY 5
5 40 FULTON STREET — NEW YORK, NY 10038 c�
5 CERTIFIES THAT 5
5 S
SUpon the application of upon premises owned by
5 5
SJIM SAGE ELEC. INC. LYNN ROSSINI
5 P.O. BOX 38 755 SOUNDVIEW AVE.
S
S GREENPORT, NY 11944-0038, MATTITUCK, NY 11952
5 Located at 755 SOUNDVIEW AVE. MATTITUCK, NY 11952 5
S 5
SApplication Number: 2028018 Certificate Number: 2028018 S
5 Section: Block: Lot: Building Permit: BDC: 5
5 ns11
5 5
5 Described as a occupancy, wherein the premises electrical system consisting of 5
5 electrical devices and wiring, described below, located in/on the premises at: S
5 Basement,First Floor,Second Floor,Outside, 5
5 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
promulgated by the State of New York, Department of State Code Enforcement and 5 Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 28thDay of Janu
5 �,2005. �
5 Name QTY Rate Rating Circuit Type 5
5 Alarm and Emergency Equipment 5
5 Sensor 1 0 Carbon Monoxide 5
5 Sensor 5 0 Smoke
LSA Appliances and Accessories 5
5 Exhaust Fan 1 0 F.H.P.
5 Hydro Massage Tub(Therapeutic 1 0
5 Furnace 2 0 Oil 5
5 Pump Motor 1 0 1 H.P. S
SWiring and Devices
SOutlet 50 0 Fixture 5
SFixture 50 0 Incandescent
5 Outlet 91 0 General Purpose
5 Receptacle 51 0 General Purpose S
5 Switch 50 0 General Purpose
5 Receptacle 1 0 20 amp Appliance 5
5 Receptacle 5 0 GFCI seal
SService
5 1 Phase 3W Service Rating 200 Amperes
5
5 Continued on Next Page 1 of 2 Lj
5 5
SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Cj
5
OrC3WL GJ�r.Pt tcPct� C1GT�
ca
5 BY THIS CERTIFICATE OF COMPLIANCE THE S
S NEW YORK BOARD OF FIRE UNDERWRITERS5
5 S
S BUREAU OF ELECTRICITY
5
5 40 FULTON STREET — NEW YORK, NY 10038
5 CERTIFIES THAT
5 5
SUpon the application of upon premises owned by S
5 5
SJIM SAGE ELEC. INC. LYNN ROSSINI
(50 P.O. BOX 38 755 SOUNDVIEW AVE. e5
SGREENPORT, NY 11944-0038, MATTITUCK, NY 11952 S
5 Located at 5
(� 755 SOUNDVIEW AVE. MATTITUCK, NY 11952
5 Application Number: 2028018 Certificate Number: 2028018 S
5 5
5 Section: Block: Lot: Building Permit: BDC: 5
5 ns11
5 Described as a occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: S
S5 S
Basement,First Floor,Second Floor,Outside, 5 5
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 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 Day of 28tH January,2005. 5
5 Name QTY Rate RatiM Circuit Tyne 5
5 Service Disconnect: 1 200 cb
SMeters: I
5
r1l
5
S 5
5 5
5
S
5 5
5 5
5 S
5 5
S seal
S S
S f 2 o 2 5
5 5
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 S
JAMES J. DEERKOSKI, P.E. 2 2W4
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-7116
To: Town of Southold
Re: Strapping/Framing/Plumbing Inspection
755 Soundview Ave.
Mattituck, NY 11952
Permit# 30421Z
To Whom It May Concern:
This letter certifies that all wind strapping on the above mentioned project is in tact, and
meets all state and local building codes. A Framing/Plumbing Inspection was also
Performed on this Structure, and all framing and Plumbing was done correctly and also
meets all state and local building codes. A pressure test was also performed on the
waste/water plumbing systems. Any questions please feel free to call.
r�
Sii'Werely
James\J. Di erkoski P.E.
.i.
1
1
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-7116
To: Town of Southold
Re: Insulation Inspection
Rossini Residence
Soundview Ave.
Mattituck, NY 11952
Permit#30421 z
To Whom It May Concern:
An Insulation Inspection was preformed at the above mentioned property, all insulation
was installed as per Plan and meets all State and local Building Codes. Any questions
please feel free to call.
` ncerely
Jam s J. e oski P.E.
`� 25 2004
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TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET VILLAGE DIST. SUB. LOT
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FO ER OWNER b561 rtiE CR.
TYPE OF BUILDING
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ZES:� SEAS. P VL FARM COMM. CB. MISC. MWj Value
LAND IMP. TOTAL DATE REMARKS 1 /^ �• u
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BULKHEAD
DOCK
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release le
Data filename: C:\Program Files\Check\REScheck\rossini.rck
PROJECT TITLE: ADDITION
COUNTY: Suffolk
STATE:New York
HDD:5750
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE:Non Electric
DATE:06/02/04 \
DATE OF PLANS:06/2004
PROJECT DESCRIPTION: :
ROSSINI RESIDENCE
755 SOUNDVIEW AVE
MATTITUCK,NY
COMPLIANCE:Passes
Maximum UA=404 ,
Your Home UA=404
0.0%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 1190 38.0 0.0 36
Wall 1: Wood Frame, 16"o.c. 1330 15.0 0.0 77
Window 1: Wood Frame:Double Pane with Low-E 146 0.350 51
Door 1: Glass 80 0.330 26
Door 2: Glass 98 0.360 35
Wall 2: Wood Frame, 16"o.c. 1090 15.0 0.0 71
Window 2:Wood Frame:Double Pane with Low-E 9 0.300 3
Window 3:Wood Frame:Double Pane with Low-E 112 0.350 39
Door 3: Glass 41 0.330 14
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1190 21.0 0.0 52
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and
signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or
specifications are in compliance with this Code.
Builder/Designer J Vn Fr hl`1CC��k Date 6 '�
RESrheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release le
DATE:06/02/04
PROJECT TITLE: ADDITION
Bldg. I
Dept. I
Use
I
Ceilings:
[ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation
I Comments:
[ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-15.0 cavity insulation
Comments:
I
Windows:
[ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
[ ] I 2. Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.300
I For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
[ ] I 3. Window 3:Wood Frame:Double Pane with Low E,U-factor:0.350
I For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
f
I Doors:
[ ] I 1. Door 1: Glass,U-factor:0.330
I Comments:
[ J I 2. Door 2: Glass,U-factor:0.360
Comments:
[ ] I 3. Door 3:Glass,U-factor:0.330
Comments:
I
I Floors:
[ J I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation
Comments:
I
Air Leakage:
[ l I Joints,penetrations,and all other such openings in the building envelope that are sources of air
I leakage must be sealed.
[ l I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
I
Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors.
I
Materials Identification:
[ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ l I Materials and equipment must be identified so that compliance can be determined.
[ ] I Manufacturer manuals for all installed heating and cooling 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:
[ ] 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 I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
I
Duct Construction:
( ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g. (500 Pa).
[ l I Ducts shall be supported Very 10 feet or in accordance with the manufacturer's instructions.
[ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ l I Air filters are required in the return air system.
[ ] 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:
[ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code of New York State,the Residential Code of New York State or
the New York City Building Code,as applicable.
I
Service Water Heating:
[ ] 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 Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ l I 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
Heating and Cooling Piping Insulation:
[ l I HVAC piping conveying fluids above 105 IF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1" Un to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
New York State Department of Environmental Conservation
Division of Environmental Permits
Rm 121, Building11
York
Stony Brook, New York 11790-2356
Telephone (631) 444-0365
Facsimile (631) 444-0360
Erin M.Crotty
Caimi�+oi�
LETTER OF NON-JURISDICTION
Lynn Rossini April 27, 2004
755 Sound View Avenue
Mattituck NY 11952 NYSDEC # 1-4738-00654/00005
Rossini Property
755 Sound View Avenue
Mattituck NY
SCTM#1000-94-1-6
Dear Ms, Rossini:
Based on the information you have submitted, the New York State Department of Environmental
Conservation has made the following determination.
The portion of the referenced property landward of the topographic crest of the bluff, labeled as the
top of slope on the survey prepared by John C. Ehlers last revised on 3/26/04, is beyond the
jurisdiction of Article 25 (Tidal Wetlands).
Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661)
no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction,
sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional
boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary
precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground
surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such
precautions may include maintaining adequate work area between the tidal wetland jurisdictional
boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence,
barrier, or hay bale berm.
Please be further advised that this letter does not relieve you of the res risibility of obtainir�+g any
necessary permits or approvals from other agencies.
Ve ;truly your ,
► i
J hn A. your
eputy Permit Administrator
cc: En-Consultants Inc.
Marine Habitat Protection
file
�FFO(�-
�Ibert J. Krupski, President Town Hall
lames King, Vice-President �`�� Gym 43095 Route 25
Artie Foster O
•� P.O. Box 1179
Southold, New York 11971-0959
Ken Poliwoda " v.
Peggy A. Dickerson �.�. ��. �7 Telephone 1631 i 765 189:
Fax 1631 765-1366
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
April 8, 2004
Mr, Robert E. Herrmann
En-Consultants, Inc.
1329 North Sea Rd.
Southampton, NY 11968
RE: LYNN ROSSINI
755 SOUND VIEW AVE., MATTITUCK
SCTM#94-1-6
Dear Mr. Herrmann:
The Southold Town Board of Trustees reviewed the survey prepared by John C. Ehlers
last dated March 26, 2004 and determined the proposed addition to the existing
dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland
Code and Chapter 37 of the Town Code.
Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the
Coastal Closion Haza(d Area (Chapter moi) rio peri-nit 6 Fecluired. Please be advised,
however, that no construction, sedimentation, or disturbance of any kind may take place
seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion
hazard area as indicated above, without a permit. It is your responsibility to ensure that
all necessary precautions are taken to prevent any sedimentation or other alteration or
disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and
Coastal Erosion Hazard Area, which may result from your project. Such precautions
may include maintaining adequate work area between the tidal wetland jurisdictional
boundary and the coastal erosion hazard area and your project or erecting a temporary
fence, barrier, or hay bale berm.
However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion
Hazard Area would require permits from this office.
2
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
Sincerely,
da.a �21 r
Albert J. Krupski, Jr., President
Board of Trustees
AJK:Ims
-3c,�z
765-1802
BUILDING DEPT.
INSPECTION
[ ] F UNDATION IST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
V)PCL--D�roov;�j
DATE 11DY INSPECTOR
765.1802
BUILDING DEPT.
' NSPECTION
[ FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: a-
4 1,
/J/j- /
DATE ,`� INSPECTOR ""�
3 ,o �-P
765-181
BUILDING i I ✓� �G�����
INSPEC
[ ] FOUNDATION 1ST [ ]
[ ] FOUNDATION 2ND [ 1
[ ] FRAMING [k`
v
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE- / �� �� INSPECTOR
3 D Z 765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
242A
DATE � � ar� �� INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
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STATE ENERGY CODE
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ADDITIONAL COMMENTS
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TOWN SOUTHOLD BUILDING PERMIT APPLICATION CH&KLIST
BUILDS JDEPARTMENT Do you have or need the following,before applying?
TOWN M L Board of Health
SOUTHOL 'NY 11971 4 sets of Building Plans
TEL: (631) '165-1802 `�. Planning Board approval
FAX: (631)765-9502 Q (� Survey
www.northfork.neVSouthold/ PERMIT NO. �/� l Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined Z" ,20 Contact:
Approved ,20 Mail to:
Disapproved a/c
Phone: 2989696
Expiration ,20 Inland homes
Buildi s e
R 6 L'OPLICATION FOR BUILDING PERMIT
Date 6/7/04 120
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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 hso not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
Robert Hiltz
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Builder
Name of owner of premises Lynn Rossini
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
Robert Hiltz
(Name and title of corporate officer) �.
Builders License No. 19736–HI
Plumbers License No. 2877 p
Electricians License No. 3635e
Other Trade's License No.
1. Location of land on which proposed work will be done:
755 Soundview Ave. ,Mattituck
House Number Street Hamlet
County Tax Map No. 1000 Section94 —Block
11��ti>,d —�I�a�a6�i7i ate '!Y
Subdivision Filed Map No. LOU kites
(Name)
y art
2. State existing use and occupancy of premises and intended use and occupancy of proposed constructio
a. Existing use and occupancy Single family r si dense? -_
b. Intended use and occupancy Single family residence
3. Nature of work(check which applicable): New Building Addition xxxxxx Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 190,000.00 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units 1 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 551 Rear 5 5' Depth 2 4
Height 12 ' Number of Stories 1
Dimensions of same structure with alterations or additions: Front -95 , 14AA ear SC;
Depth 64" Height 27' Number of Stories 2
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 98' Rear 98Depth 340-74J
10. Date of Purchase Name of Vbmger Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOS
13. Will lot be re-graded? YES xxNO Will excess fill be removed from premises? YES NO xxx
14,Names of Owner of premises lynn rossini Address Phone No.
Name of Architect mike hand Address Phone No
Name of Contractor Inland homes Address Phone No. 2989696
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOxxx
* 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 )
Robert Hiltz being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Contractor '
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Swom;to before me thi
_day of 311\ 20(54
t1jotary Public Signature of kxAicant
BO 1E1.DORM
Noteq Public,-%ft Of NWVXk
No.01006095328„Suft CWW
Tons 15*WJ*It
nn "/ A a L%l'J v 1 1 J". -gr l A ,--
APPLICANT: DATE SUBMITTED: ,/i j /04
SCTM# DISTRICT: 1,000, SECTION: If , BLOCK: I , LOT: SUBDIVISION:_D!�SG,
ADDRESS: 95'r & CITY: i *k ZONING DISTRICT: ---CONFORMING? /J
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N
BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time afl
REQ. LOT SIZE: ACT. LOT SIZE: 330toREQ. LOT COV. ACT. LOT COV.
REQ, FRONT 6& PROP.FRONT REQ SIDE i..Y� -- ACT. SIDE
REQ, REAR -go PROP. REAR REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION: Antes 1 P�
ESTIMATED PROJECT COST:
WATERFRONT? DESCMPTION: W sows PANEL # FLOOD ZONEY
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH : YESam:j7CpBED#): DTE: _/ /_ PERMIT#:
TOWN SEPTIC RECEIPT: or
NEW YORK STATE DEC: PR&DEC 9/ / r NO NJ' 'M-DTE: PERMIT#:
SOUTHOLD TOWN TRUSTS: Y r NO N �' DTE__/__/__ PERMIT#:
TOWN ZONING BOAR�TYAPP.ROVAL: YES o DTE: 1 !_ PEF- IIT#:
TOWN PL�'Y. BOARD APPROVAL: YES o DTE / /_ KERMIT#:
TOWN HfSTORICAL/PRE (SPLIA): YES o
NEW YORK STATE CODE COMPLIANCE (SEE PAa_E. I L or NO
NOTES:
FEE STRUCTURE: FOUNDATION: 01 SF
FIRST FLOOR: 1 '7 SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: SF FEE FEE FEE
ya20
1, k2?57q SF)- (f< SF)= I�Z SFX$ _$ fa �+$ . /z�"U +$ =$
2. _SF)- _SF)= SFX$ _$ +$ +$ _$
3. ( SF)- SF)= SFX$ _$ +$ +$ _$__� _
FINAL TOTAL: $ d �
NEW YORK STALE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B
Weathering:Severe Frost Depth:36" Termite:M-H Decay: S-M
Design Temp: 11 Ice Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA:ENGINEERS Y RESCRIPTIVE
FULL FRAMING DESIGN ELE NTS: Y/N
HEADERS:YIN ALL STUDS:Y/N GIRDERS: Y/N
CEILING JOISTS:Y/N OR JOISTS:YIN ROOF RAFTERS:Y/N
LUMBAR SPECIES AND G :YIN
DESIGN LOAD C TIONS: Y/N
LIVE: Y/N D*.AA-Y/N SNOW:YM SEISMIC: Y/N WIND: Y/N
WINDOW A N4
koo 0 SCHEDULE:
REQUIREMENTS: Y/N
ESS 5.7 .F.: Y/N 1' f
l '
� I�I�OHT 8% Y/N /
VENT 4%:
4
NAILING/CONS UCTION SCHEDULE: Y/N
MEANS OF EG S: YIN
PLUMBING ER DIAGRAM: Y/N
LOCATION F FIRE PROTECTION EQUIPMENT: Y/N
TRUS ESIGN: YIN
CERTIFICATION: YIN
ENERGY CALCS&
TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)
SURVEY OF PROPERTY ,..�
51TUATE: MATTITUGK
TOWN: 5OUTHOLD N
5UFFOLK COMM NY �� W
SURVEYED 02-18-04
PROPOSED ADDITION 06-14-2004 V
SUFFOLK COUNTY TAX #
1000-94-1-6
7
CERINM TO:
Lynn Rossini \ Q'�� \\ne
' /
/
r4 �
\0�
' (p1
i � � � X55 � � / /�/'•f•II
x pyo 0 �jOodi�/ / \
ci
\ 6GK O
`6A\' 1 a 00�AOspell 40
voo
.I 1^ti ia
ojfQ t b. FM.f�
39� o
l
s \
G OF NES
�r,P�O�N C. O
EhCc \ \
OYIN
Nf
Ulz / / ,
SAN SV "'r 1"
a
rate'
�01t
NOTES:
p MONUMENT FOUND y2 j
�ELEVATIONS REFERENCE SUFFOLK COUNTY TOPO MAPS 11i
mop t»olrg o lo..n..e ww°1^v l°r'Y wal h.
vbiatbn or wcNan 12—,Std
COASTAL EROSION HAZARD LINE AS ANNOTATED FROMr,o ttd on�,or m•
tMr�Ya'k .ErLcotbn Lary•
PHOTO No. 58-541-83 SOUTHOLD SHEET 3 OF 49 8/29/88 :tl°n1t h 'a��,
•tomp•a.•ol.non b.con.vf.�.e to w�outl eru.
FLOOD ZONES AS ANNOTATED FROM FIRMw`��
'L•r1111catbm FtllcoGtl Mron.ky,ny tMt NI•
MAP No. 3610360143 G DATED MAY 4, 1968
by tM Non Y—K 5wt•A..OGlatlan d PrdMsbrgl
LOM
W
w p.nu,5w•yor•. 5.0 crtWx,.0 y Mpll rug only
r.r.nan w x'vey 1.pr'M,aroq
AREA = 33,080 S.F. or 0.16 ACRE b.nolr w N,.Ntl•�„np„y
Wl og.n<y ow widrg wnwtan lrtae w�.on,„w
'•tion•oritpt tronNRmw oetlltldwl btMutlon•
PROPERTY ZONE R-40
JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S.LIC.NO.50202
6RAPHIG SGALE I"= 30' RIVERHEAD,N.Y. 11901
369-8288 Fax 369-8287 REF.\\Hp 9erver\d\PROS\04-118.pro
SURVEY OF PROPERTY v �' 3
51TUATE: MATTITUCK 0 z / z N
TOWN: 5OUT 4OLD
5UFFOLK COUNTY, NY e
SURVEYED 02-18-04
Q� o w E
PROP05ED ADDITION 06-14-2004 JO
FOUNDATION LOCATION 08-16-2004
SUFFOLK COUNTY TAX # —'
1000—q4-1-6 �� G
CERTIFMD TO: CID
Lynn RossiniO�O> 6ap15 j
5'"
li - � ' ick' / ,✓'- / / �'
/ g00
10
/ -5011�
i
11C • 1 / �� x66
Q 2
m
\66-- °
\ \'\r
Mas5e ryas 9
�`
Vol.
d vAO0t ?p. FeH F`O� 3
9� oa 1 1 m
c
x 2°' r l\
J/max
I^�\
CIO,
IJ3 Y.
Ip rl \\ \v \
Of NEPt,
CO
9 \
�v
LAND ' "St
NOTES:
$61
MONUMENT FOUNDo
62 %
ELEVATIONS REFERENCE SUFFOLK COUNTY TOPO MAPS
/ "ua„enori:ee aneration or addnion eo a sor�eay
mop bearinp�licensed load surveyors seal is
v olo[lon of se<tlon 1209,sub-tllvlslon of Na
Nen Yark
COASTAL EROSION HAZARD LINE A5 ANNOTATED FROM State Education L.from ens ari9raof tns s^rvay
PHOTO No. 58-541-83 SOUTHOLD SHEET 3 OF 4q 8/2q/88 marked nit^an ari9i�of the tl s„r Byars
/' =t mped seas�nai de considered to ex� d tr^e
ocapes”
FLOOD ZONES A5 ANNOTATED FROM FIRM
vey Was p spared In rdr tiitnatne e
tsHnn�G de of clic¢for Land 5vrvey dopt-
MAP No. 3610360143 G DATED MAY 4, IGGB bylin N y,nky Aseo� to,ao,ndl, i
�® t. the rer=an
'd5Wnam ane s,r.ey ie prnp"rxed,
and on nls F.Mif ens title carr{my,tdov
AREA = 3,080 S.F. or 0.76 ACRE a p�enr_y and antl to,j instil tion istad nerPo ' n
ssignens of the lending institution. ertirica-
t�tmn..�are oat transferable to additional tztin,tions
PROPERTY ZONE R-40
JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S.LIC.NO.50202
GRAPHIG 5GALE III=
30l _ RIVERHEAD,N.Y. 11901
369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\04-118.pro
•
EXISTINCx B
ASEMENT
rRONT
�/3X8FJ el6"GG ,
'EXISTING.,
FOUNDATION PLAN
WR
i
_ _-BJCI6 VENT- -�XIE - -
------------------------------
(3) -3/4X9-1/4 LVL
—i N
II'_444" __{ 11-_44" 7
10�_O�� S _g
i
-®— ---'cz� o
82044
1
x w d
w a V w s
-- -----------------------------_-_-_-_ -_-_-�-_-_ --------------------- ---------------------------------
----- . --__ -____ ------ ___-____ --------------------------------------
-1.
________________------_----- -------------- - _____.' —F - ------_________ ______--- _________________d__________
I' v_NT exI- NTI' vENT _
C9,j
ADDITION 155 SOUND VIEW A , MATTITUCK, NY
PAGE SCALE 1/4" = I'p" DRAWN ST'
OF Au uet 15, 2004 MH
APPROVD AS NOTED
- DATE: 6 ZZ B.P.A 4ZI
FEE: "' Z
BY: UNDERWRITEASCERTIFICATE
NOTIFY BUILDING DEPARTM NT AT REQUIRED
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED PLUMBING
_ FOR POURED CONCRETE ALL PLUMBING WASTE
\� 2. ROUGH - FRAMING & PLUMBING &WATER LINES NEED
3. INSULATION TESTING BEFORE COVERING
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
_ ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
- YORK STATE. NOT RESPONSIBLE FOR
\\ _ DESIGN OR CONSTRUCTION ERRORS.
- 1
ExISTINc, BASEMENT COMPLY WITH ALL CODES OF
NEW YORK STATE &TOWN CODES
AS REgUIRED AND CONDITIONS OF
4 It
SOUTHOLDTOWNZBA
SOUTHOLD TOWN PLANNING BOARD
SOUTHOLD TOWN TRUSTEES
N,Y,S.DEC
FRONT
CERTIFICATION OF
/2 (EXISINGJ TING) �- OCCUPANCY OR NAILING &CONNECTIONS
(EXISTING) USE IS UNLAWFUL REQUIRED.
FOUNDATION PLAN WITHOUT CERTIFICATE
CF OCCUPANCY
PLLII,IF,E CCRTIFICATION
ON LEAD COI'JTENTBEFORE
CERTIFICATE OF OCCUPANCY
T SOLDER USED IN WATER
F
\\ \ EVSYSTEMCANNOT
------- EXCEED
E
2/10 OF 11%LEAD.
� I
-------------------------------------------
rv -3/4xe-v4 LVL y RETAIN STORM WATER RUNOFF
PURSUANT To SECTION 45-100
\ \ OF THE TOWN CODE.
I1' 44 „ `--- 11'-44
FLOOD ZONE
v 4
O {i 9'-S" __ 10'-O" 10'-O' COMPLY WITH CHAPTER "46"
J
FLOOD DAMAGE PREVENTION
SOUTHOLD TOWN CODE.
\ \ - - ---- -- O'
,
(2) 1-3/4 X9 1/4 LVL
-- -' � ; � ALL CONSTRUCTION SHALL
MEET THE REQUIREMENTS OF THE
CODES OF NEW YORK STATE.
E3
i hT J U
V..
m ;
,
i y
'
-_--_ ____ _ ter,
_______ --------------------------------------------- _ -- ____ ______ ----------------------------------------
I------ ------- ------- -------- ----- LA
BRIE VENT BX16 VEN eXl6 VENT24Off40'-OADDITION X55 SOUNDVITTIT CK, NY
`'�� • PAGE SCALE 1/4" = 1'0° DRAWN nr
June 02, 2004 nN
a
m
z
w
u --
`' O
\ O
Q
I �
FRONT
J IST, FLOOR
s
lull
o =
0
z z
X40'_oll -
20--6" 9 alp
I
\ \ 60&O ACOP GOOK , 6060 1�26HTOP DOOR
\ /
lD 1-3/4X1-1/4 _VL
,� fD -3/4.<l-I/A LVL
CLOSET
iv �y lu
m
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STDRNOTE: V" GI-TINA CLOSET V
/ BL-DROOM TO 9F_
/ CONVERTED INTO in 1
\\ FORMAL DINING ROOM 4
3 6 2 -4 _
IV
luty
z1a .
u
o-
u
v 231 411
al 2xl0 HEADER
e2) 2X1O uFADER
306$-2 - 3064-2 3002-2 3062-2
61 011 121 0" 121-Ills -�`--- p1-111 21� O°
\orb ;o
---- ----- 641011 - .
ADDITION l55 SOUNDVIEW AVE„ MATTITLICK, NM
PACsE SCALE 1/411 - ISO" I DRAWN Sr
Mu
2 OF �� June 02, 2004
40-4'
1012" 1012" 1012" 9'-10"
3042 C:I III*O -
R3
(21 2X10 HEADER l'U 1-3/4X1-1/4 (2) 2XIO HEADER -
�Q COUNTER CLOSET Q
DRE55ER
WINDW SiE�AT 4
OQ
16'-611 O1l 31011 114 1
- a 1_811 o 101 's" 21_211
o
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3 42 3 42
231-0 11 4O 411
2N[), FLOOR FLAN
�i
I � 1:
ADDITION 155 SOUNDVIEW AVE„ MATTITUCK, NY
PAGE SCALE 1/4" = 1'O" DRAWN ey_
3 June 02, 2004 M"
z z z U
a
x
I I u I I
+ I I I le I P
w /W axTo RIoeE T
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— X
m I
ROOF LAYOUT
�' it
rte.
au
y1}
072��y•�"e� 'a,
ADDITION 155 5OUNDVIEW AVE., MATTITUCK, NY
f-ArE SCALE 1/4" = 1011 DRAUn[ BY
4 June 02, 2004 '_I"
ROOF-
ROOFING OVER
IGF_/WATER LNDERLAYMENT
1/2" CDX SHEATHING
2X8 RIDGE
2XORR alb"OG
_ (2) 2X10 RIDGE
HIP ROOF -" ava� W/ 4X4 POSTS UNDER
ASPHALT ROOFING CONNECTED TO
In" CDX SFIEATPING l2) 1-311X1[-1/8 LVL ab'-10"OC
/ 2XSRR -16"00
2XI0CJ "I6"OC R38 INSULATION
�. EXTERIOR WALLS
STUCCO
GALV,
([([([ I C-ALv. WIRE LATH
RAILING- �- �� I" THICK INSULATION BD.
Mlhl, 3' NIGH :� 30° FELT
DECKING �- 2X4 STUDS AI/2' STUDS IG-
-I
RI5
5/4x6 TIMBERTEOH _M
ROOF SYSTEM _ IN5ULATON
2Y.8 PT DJ A16 OG -
(RIPPED TO LEVEL) _ -� 3/4" SUE OR
1z
TORCHED DOWN ROOFING - -
G-PI'o5 II-T/e" WOOD-I m12"OC
1/2" SHEATHING
2XB JOISTS RIPPED
MIN. 1/4" PITCH
OVER _ N
GPI651-vB" WOOD-I flIS
�1l(Z17S ZSlS ItiZ17S (S iS ZS 1St-1 ZSiS f�iti 1S (S7tii1 -(�i11� 1 � 1S1-1 i12� 111Ci1il is _
- R3O INSULATION
nil
-
m '
II�I�II� Ips 111111 IIII�IIII III�II � , � IfI(�I�1II �V � � � � �
II II II II VJ UI L 3/4" SUBFLOOR
It IIILLLII1111 V-V IIILLL��� 3/4° 511BFLOOR 2XBFJ -16"00 R2I INSTIL TION
2X8FJ alb"OO R21 INSULATION _ (2) -3/•1X9-I/2 LVL _ SILL
12J I-3/4 X E-1/2" LvL - - X PT PLATE "r, FOUNDATION
STEIcL COLUMN = TERMITE SHIELD ( 8" CONC. WALL
N SILL GASKET DAMPPROOF EXT.
'y II6"XB" CONC ETG.
2" CONC. SLAB —
I
I o I
4" 51EEL COLUMN
I
� I I
- - - _ - _ -
4" CONC, SLAB —_ _ - - - _ - _ - _ - - _ - _ - - - - - - - - - - - - - - - - - - - - - - - - -
GTlO 5 5ECTION A-A
SH PLlid PER FQ01PITu I TooPNN
PLUMBING SCHEWAT ADDITION l55 SOLWDVIEW AVE., MATTITILI NY
FSE SCALE 1/4" = Iloll DRAWN BY
OF Mo
June
June 02, 2004
L<1
OIL] ilTril - I
FRONT
- \07
REAR ADDITION -155 SOUNDVIEW AVE., MATTITUCK, NY
PAGE SCALE 1/4" I'0" 1
DRAWN Sr
of 11wN
June 02, 2004
EHl[3
RIGHT
�I
1
ADDITION =55 SOUNDVIEW AVE,, P'IATTITUGK, 1�IY
PACE 1 SCALE 1/4" = 1'011 DRAWN nY-
OF IIH
June 02, 2004
a FBI 10
=I
ULM [hil 9
ER IE
LEFT
WINDOW DOOR SCHEDULE EXPOSURE CATAGORY:
MEAN ROOF HEIGHT: 24'-1-1/2"
LIVING SPACE (EXT. WALLS DOORS /_WINDOWS): _ __
ecnus uNiTFuv, MN IP MPI oP
ORNLE'nRuaF CAIRLOGUE NUMl3ul IIESLRrRION ]r a-vnw EE lSf lL plv ervo rtnlY 1.1101 ,orvf, uuRor NOTE:
mmuam zrsu RlL nurvc Ao ossE m.e 3s +r .0 m'Ewlm nraeN-PRrsuaEuw,ImOL wueaoEmnrunwF
_ _ WIND—BORNE DEBRIS PROTECTIOIVFOR WOOD STRUCTURAL PANEL
,woc 1511 azI noI ORDA s ons J9 x u u sE I DEIGN n ua- uOEmM=unvrE EOR WALL OPEINIIJG PPQ IEC 1101) 011,10 MPH '-SECOMII WIND GLJsIS
nwnsEN znrz aRI wwA a uEs ns d E m usewu 1 EI �urREsuREE rznn nR mOEmwruANce [ (MAXIMUM MEAN ROOK HI IGH S") �� MULTIPLE SEC IIQH A—II MB
y I/4 II IICh GOLD _ O(
n.D Ell deux ORL IDEA IE R11 RI 1 '11 m nsEwrtx DEIGN `a MJRE UPGRADE FOR CODE FOMruANCF it
Ia--
NJIusEN R'll CEL IRGG 39 1,31 11 } N 11 CIF GOII DESIGN IDENORC UPGRADE TOR mol m1111 RN11 II
nvo06EN CllEII GDFG IIF Flz iJ zn 1� =
— - -- _— SHUTTER ASSEMBLY p\ SHUTTER ASSEMBLY IF
NIS. I II I I II I
nrvoevsEry PrvnaummnnA mNAm DEE DDDR is D3 mn L 1 ss II OF �� 1
z'-e'• IMO Tor wINOAw ods wd - _ - AIIEL SPAIIS 'l -
FOR PANFI SPMIS:
Arm..=nsDa avrn- OPER 635 111 a Iu PP. �PAII 410 VVIDL SI'API � 4 OR Wlfi F_k SPAN II II II
IwuuER llrt 'I-
(Mem a.E Doan ns .;/5.". .A IED ;IE/"a SHF..IHIIG Gr-.AUF Pcrwnao "; - (OVER PFA SPAR-P ENI 4n/:'4 EHFA IHudG GSnuF PLr woG1;
_ _ - - -- _ - — (ovLRLAP aNuulvD GLUING, _I") (OVERAP ARounal OPENINGS a"1 '� li:r" �:i' .� 11 q
anoe61N 6URR AaDITOP mrvaro ORE DO 11E 11 11 "111 z ]s PLY
DOOR AT VE FOR OPENING PROTECTION ATIACIFING Asru-16d PAHFI I A':I H TO BUILD(L ^.a slPUNc-F AGKs ,�I _ r'
- - --- - -_- - - - -- - ATIAC HIIJG SIIp IJC 1DFAI P'�trl IAS IL II L] 5111LDIIJG
ALTER SSEMSLY
WOO❑ SCRLW NJ IEf 0C - 1). PREASSEM5LL PLYWOOD 10 2r4'S # 10 (w/ WASHERS) GALVINIL� ORA1111 L5
IABLL 1609.14 SIAIIJLESS CIEEL MOOD SCREW a 1:" 0C ilyl Y hI
'NINUFhTRNF WHIHS PRC(TEC IIODI 4AS11 III61G Al HPI IIVI IASIIJI_P FOP SI-IIIIIFR 10 HHIIDINIi. :) AIVACHWO SIRLICIIIPAI- PAHhI_ IASIFN 10 BUILDING w/ � !: : - ° W;
SCHEDUIF TUN WOOD SIRL ]]RAL PANEIS ))10 ILL I1111S AFTACHED 10 HIDO w, IPI ( W/ WAsuutS) #10 (w/ WASuudS) GALV11mZCLI OH s1AINu °di STEI_L 31, !<' �!
,.v um plvnl el MACHINE 501 I DI IJ" 0.0 WOOD SCPLW P 16 O.C. \
u1 1 \
FASiNER PANEI SPAN 2FEET'PANEL 4FEET<PANEL 6FEET<PANEL `� \1< <�.� <)E✓nl'' Mi'j'
NPf =1 FEET SW,N<I GGCT SPAN<fi FEET SPAN<B GET P;\
AI IFHMAIIVL 1ASIHER FOR SHIM IFP 10 HUIIDING' .,;
-vznE 1fi 1c - 1, D A . ll1❑ 1LL NUTS nlTac HeD Io BLDG r,/ )(10 r w/ WASHERS) y�..
Don'eORGWS . MACHIJF HOI I m 11" aC -
vnzen
WOo05GRGW5 Ifi i6 i6 P �
WOOD S1HII, IURAL PAHLI WI[IF A MINIMUM 1HIc1.1JESSOF/7/Sn" AND MAXIMUMADDITION '155 SOUNDVIEW AVE., MATT UGK, NY
PANI I_ SPAN OF 8 1 GET SI HF PEBMIIIED FOP OPLNING PRO(EC 110111 IN DRAWN BY-
OLIL AND IWO- SIOR1 BUILDINGS. PANELS SHALI HI PRLCII1 10 COVER GLAZED PACaE SCALE 1/4" = I101I
OPLNIPIGS WITH AWACHMENT HARDWARI PROVIDED Q OF �� MH
(BER
1I10 SFcuoN 160'114, 11109.85 AND IAH11 16091.4) U June 02, 2004
WIND LORAD PATI--IrC®NNECTIoON NN-D CONSTRUCTION ADETAIIIJNSDRAWINGSTO ACHIEVE MAXIMUM TLOAO CAPACITY.
LLOW
USE THE FOLLOWING R
o APPROVED
"MA% "MAX
I"UIh MM1%IMUM TEST Q
\�
I-DIA .,I'M" GIRDEVIIEFOGE—
n
POSTICOWMN
LONLREIEFODTING
- — — DECKPOST FTG CONNECTION
LOCATION USP NUIdPER I]ESLRIPTION MPLICATION
TAT POST PAUM OR WE"PUSf BEAU ANCHOROR IN'PLYTO E4L11 FOOTING
DEG1G/PORCH RAILINCx pO5-To-GIRDER/HEADERGONNECTION xe PDST PAuseoauRGNpA.I PdIm ANCHAPPLYroEAC2FomIG
STAIR RAILING — —_ -- USE MIN 1,Bf w
DIA CALV FOLTSRHWAseens ANDNUIS _ —
—
ri
1-112 .PAGE
MINIMUM
I'IANDRNLS
/ e
Toss FJ GIRDER/HEADER-- %
CONEREIEMER--- ,(�'
RIMIDELx eplsl- —�1 0 �� P05T/GOLLLMN— �
Bnw Sr ERs rrI ( .
p=FN pnLSTER ARdCHF_G T✓' W.+LL J
HANDRAIL CONNECTION HL=ADERIGIRDER-TO-POST COIVNECTIOIV
POSfTO-DECK CONNECTION LOCATION usPNumsca DEscRlrnDry ADZ TL
ALL IJANnamis 3nnLL RE coNTlNuous TnE FULL LEnO IH \/ WIFFY_ _ _
OF THE LTnIRs IANDGI2IPPORTION OF ALL HANDRAILS 2)DF.NAS PAUM OR WEN POST BE4M ANCHOR N'PLY T➢CACH PIE4
(3)I1EPN5 PAT" RANGIER V.FACT PIER
SP ALL NOT BEIFSS I FAN I-IK NOR MORE THAN 2-IN USE MIN (311¢"DIQ GALV.BOLTS WITH WASHERS ANDNUIS —
GROSSSECTIONALDIMENSION,ORLIESHATESIULL GIRDER/HEADER TO P05T/COLUMN GONNEGTION
PROVIDE AN POUIVALE'Nr GRIPPING SURFACE _ -- ---- — — FLASHING TUGGED UNDER
TOP PIECE OF BIDING AND
��\\ LAPPED OVER FIRST r,DNTIN 1}ND STURBE0 50 L
PIECE OF sI DING BELOW
` \\\ LAY
PLASM L BASE DIRECTLY ON
OIRUERIHE.111 El \�\ 1DONA LAG BOLTS WI WASHERS uNDISURBEE
SOIL(ORGANICS REMOVED)
\- LpNNF.CTEOTO BLDG y],1G9C LEVO'AAD
PIT CONSTRUCT ION FARE ADD PLUMB
BRACE VIBE
FILL AS PER MANUFALTUI2EG'INSTRUCT IONS
STAIR TREAD /� POSi1CALUMN
FLDGR rFEAMwG 2x.lplsrs mJl�u �=_�IaT
FIJI, -IIkiI�Il�I�-u lbl�l
RIM BOARD— —
ylp LAG 51
IJ0151 HMIGER
STRINGER i0 CONINECTION LAG Bous ,
\ POSTyTOGIRDE RMEADHR_ '<- DISTURBED / POOR SOIL
USP NUMREIi LIEF CRIPII ON APPLICATIDIV RIN JIIIeTIDD �n nl n
Locnuory LA
1-e'LAvm OF CRUSHED srpuE OR
1xI BELIE LOWM4PI U'IPDSCHII(GLVI9 SICAF ANCI IOR MPI Y TO EACH COLllMN GRANGE
h BO11D
TAP,PR AOGHI(OyhIP�OSI LAPLAND APF)Y IU DCI I t'OLIIONN�l LWEL AREA OMPALTGY HAND
_ —_1_ SECK/PORGH LEDGER CONNECTION )IFF�II Env PLASTIC BnBE ON COMPACT ED GRAVEL
STRINGER TO DEGK/PORGH GONNEGTION TALL euulMN swaspn—eTaaue Hc. AiheHOR APPLYTo endl euwMli --- LEVEL BASE
-- FIT CONSraucTION TINE AND PLUMB
BRncILLE Tuve
FAS TERMAIVIIFALTURE6'INSTNIICTION6
V ��V I _H
III „III„111, �F� TIL III„�T�
\ V A wcaodolsr ��, � � �\
CONS PIER FOOTING
P1 JJ
IUISr ����
FLOCKING — BGFOOT TBTETIS FOOfINL-FCRI1
WpOD IOISI —�V—� � � A / % � V ITV ncCOl3DANCE WITH SECTION 1 I I l OF N YB HEBNENIIAL CODE)HIB DESIGN
Y EDMPAOTTH TIIHINTLN4 EFTHEGOOFAND TIIE MAI RIALS FR 0IB
IITYp///'ffl'\ /jp1�. e T
NIRDERIIiEPDEl3 \M \ / DODD GIRDER— PRESORTED IN THE
CNTIM1 DURABI111YPNOEhFELI1VENPo50P THAT
” / \ ,111 % \\ PRESORTED IN fHL LODE
\OJJ CIBLIEVITEADIFT, »�7 TI IE DIVISION OF CODE EN4ORCEMENI AND ADMINISTRATIONSFINRVICE REPORT
WOODJOIET— JtJ 1 i ACCEPTABLE FOR USE INN YE BASET UPON DED EVAWATION SERVILE REPDI3T
^`III E125V5h AND OLDJECI i0 THE CANDITI THEREIN
VIIIA -/ / SPLICED JOISTS OVER HEADERIGIRDC-R
FLUSH JOISTS WITI-I HEADER/GIRDER ``` racmnE aLocRINc BREAS NJoIsrslrwT ARE SPICED AND
SPLICED JOISTS OVER HEAD C-RIGIRDER USE WITU AT J11DOWNANCIIOR.
ALL JOISTS cnrvNECIEPROnRLSTE HEADERTOOE SUPPORTED S ��—�� —
fHETROPERCTECLLONN@CTUR MPLILn OLIN —_
IF ABLE,SET FIR JOISTS APRO%-IH”HIGHER TI IAN LVL HEARERS
LOcpDON USD NUMBER DESCRIPTION
TONVIVFORSNRINNAGE_ JOIST IO G�RDEWnEnoER RI TO - lvoowN nlJcnoR coNNO.T TO CncFI 10151 _
NAILING SCHEDULE
_ NAIL NAIL NOTES
DECK & PORCH NOTES: JOINT DESCRIT1 ION Ory ...GING
il,yl Bomulgmeh,elal lu ha Yrl nCp pmcn,c lreoLLhlwnNe, JOIST rO {-tlJ COMMON PEIi NAE
1)Unless ollc-N,vole S1,.L.PPIATE OR GIRDER _ JOIST NAIL
Rloclo . . ..gns ane enLms In Le 9olmmretlortic'aegis steel EACH TOE
.1OIDGING 3_HILOMMON� ENO NAL
=1,GI tl=r te,B=UTI°s'''°°`"„I"°°"""'°`,JI°`„m o�,1c,-JHJ.v.F—A =nm"-'� CLIMATIC & GEOGRAPHIC DESIGN CRITERIA OIST
eimFs on=hnx,elemaaaimnleonMNee wim maP^"lhel nrllnzdelrai liuee w1NTER CE TLOou RUN claNc -na COMMON rcli roE
mbmnnelhw�IFamieunury llCWox 1 Tony n P,h ,ll will BARorc antlnul5 ROUND WINO SMSMIC FRUS] Tp Jp1gT ENO NAIL
HP3ARDS gACH IIIE _
3.PonssWpo�Imq 9ntlers u1,a111a anN¢,�J lob ll"nl",1'L'IFlni mnuelel�oliny SNOW SPEED DESIGN WEATHERING BLIHLAT TERMIIC DECAY DEIGN UNDO UREUNI pLOCKIPIGTO 3-16tl COMWON
Umpmmimm�i ll2"Jm xl'ING-PlvholrvllF x�shHe antl nolx Ponlimti Shell )MPH) -PIE.ORY 6'LI OR fOP rIATG DLOGK NAZI
a hbelow 9,aYe .EVERE AFT MODEMIE SLIGIIi TD 11 RNONE LC-I]GERSTRIT y-1Ip CGMMON JOIST FACE
(v LBB IID B TO HEAVY MODERATE TO BEAM JOLT NAIL 11� 'I�
�I)Dec4lms{c to h�ae NocLn9 al tll]oc JOIST ON LEDGER L_tlU COMMON PLR TOE
he�mlalleA h„m,een the huAtlmll ontl b,l0^ LOGJAM TRIP,JOSE NNL
L'
ulln lnai U."ns hhnl PEa END j'i
L' N,rl�ulbe LUErl`E m NUId Swim 11c tlin nouswNi v,xmrvfs ontl nuL
NASA. _ yn coMMOOI JOLT AIL_
a116'o1: TOIDIBT
JGN.TO III TO _ hGOMNUN IOC TORIPIL
e)Gonuale p�af Avllheh HJmmnmgrall. LL OR TOT'LATE
IF All I'll"Iv same....JwHh ll,UU-NP anchor E........yIhII oNo Nv a tlmretl
Io 9htln(a) --
ADDITION 755 SOUNDVIEW AVE,, MATTITUGiG, NY
I14 DRAWN= IIOII 6Y
PAGE `�GA�-E' nu
�J OF June 02, 2004
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT E GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
1 IaNc sruos
rrMi J
(} ENDWALL RATIOSORIPPIE STUD
- ��� ✓ "ALL STUD ��
¢OTfOM PLATE �/
�j v HEnoEy _,L LmcER DoueCA
F�1D1s¢i
ODENAL "P,
RAFTER — AT JFr
FLOOR USP NLIMRLR DESCRIPTION AI SIDE OF
IAGGTUU. /
Isr Plls6 HOIO oouvry CONrvtT TOIS1oC OF nu conlJIPRE 'L
- DOE
NJLYIOR r D UNonnory wrANCNOR Bo��
CONNECT TC161DEOF ALL CORNERS ON LOCATION USP NUM¢ER pESCRIr'TION N'PLIGIiIOV LOCATION VSP IJUM11¢ER OEPLgIPTIOPI APPLIIATION RAI`IER SIZE VSPNUM¢ER DCSCRI('rION MPLICAIIDN __ PATH SPA I6UPPORT\EACH WALLRUNNINIIi PARILLLENDERI OR ADpEp SUPPORT
2N0 M55 410L000WN BOTH DAT PLATE OF SKI1=LEARANNIUP LGFIN 111E FLUOR
ALLOPENIIVG6 -
.WCHOR PLATES OF I S I FLODRCONNECTTHROIIGIi �_ - 1 ^0Ua5RAI AFPLY TDEACHJAL.IC STUD ROOF LSIA:+ II-1/4"x24"'1Upd 5TIiAP gPPLI'OVLR RIOIiETO BCH RAFTER 2x62xU L52ti 10Ua SLOPE HANGER APPLYiL1EiLH RA14 ERILpGER JOIST LURE_'TION WIT 11(2)JOISTS UNCENWALL
1HE1=1CORSTCEALHOTFIERWITHIIEAIJI GREG N11lPENINGS Rr301413ii TYDOWNANCHR4 MPLY IDEnCH(RIPPLE 6IW 2X10 L5210 1UUa SLOPEHANGEIi APPLYTOCACH RMIGR/LEDGER LOS JOIST NOT DIRLCILY UNDER PARALLEL WALLS,PROVIDE
��� BLoa¢NG ry2a'oc
wnu sruo1 -
iHROUCU-ROOF EXHAI T
VEN rS SELECTED ANO
METAL SI RAP - D CATEDAYCONIRACTDR �\
L'KH qT TCPLIOE uF VEN THAT IDN CHANNEL
-�"J CIJIMNEY
AS REQUIRED
RIM BOARD _
61LLPLAIDS) wnLRAFTER--a -
LAUDATIONS RAFTERS GAINING
r-ourvonTlDN -..^,IoemaulBVENRvamN o JolsT Ln6rvc / - woo
' J TOP PLAT@ {I BLOCKING
HNISH'//ALL AND MCIBTURL
1.1 Ll BLOCKING
STAPPING TO BE AT IACHGR TO WALL STUDS IA iF OC BARRIER TO LAI'FI nSHING -2x+SOFFIT JOTS 1 �a
ANGAL L N9NROWIGCOK OPENING JACK SIUDS r AT WALL -MAINTMIJ GAP A Al TC SHALLBE PROVIDED WITH, 1=OFFASCIT JOIST
RDOR DISTOEPTH IISPNOMBER UPSCRBCDON AOPLICAf10N BEIWING WALLFINISHl NJD MINIMUM NET FREE VENTILATING AREA - -
A SHALL¢ECDVERED WITHTCDR
-- - — - ROOFING TO AVOID El ARDS WALL 51110 - REA OF { GLRTEIi
INSTALLTo"OC WOOD GIRDER
4"-0" L6Tn±; 1-i H'M4'2Bpa6TNAP AND JACK 6TIID5 ,� WHALIEACE VENTILAI IT ALL OPINED
ROSICN- CORTIN 6CKI, El DAONG
A OCP ^ {
ONTLOPENINGS \ \. f�-\ PROVIDE HEMMED EDGE AT RES SLANT MrIAL MC511 WITH MESH -CONIIN SOFFIT/C%r PIYW009
INSTALL M1'B"DC \ PLAGI IING TO FORM CHANNE LOCATION TITS �LBCRIPTIDN APPLICATION OPENINGS OFA INCH IN DIMENSION.
n -u Lsrhap 1-v+-.nn'1HBa sTRnP ANO Jpcesruus nrvo sO ns TO MAIN raw nla _ _ 50FFITED EAVE
ON ALL OPENINGS S✓ � CAP TII PREVENT CAPILLARY "-B RIVTER lillp 1U JPo"x iBpa fYDD`NN nNCHOR CONN@CT TO
IN6iALL40"pC - r _/ \ AEiION _ EACH RAFFLR PROVIDE BLOCKING BEHAVEENJOISISTHATARESPICCDAND
1M1"-1F" LSTA]A 1-1/4 OW lGa STRAP ANDJACK5ND6 y \\ \4 \ 9" 1TRAll ER Ri:O _1-1N"xNg°TIDDWNANGHOR CONNECI IO ROOF VENTLAT ON / OVERBEARING WALLSANDHEADEl36
ON
ALL OPENINGS \ _ KLEP aooFlNC NaLs oln _ _ ALH RAFTER SOFFITED EAVE DETAIL
END FL oaf) W/{LL \ : \\ OF FLASHWC
i, \ \ \
RODRNDLnrs BARE
\� V r1.As1mD 11NaHE,
RISE I LASHING WRAP RAFTER - 1 ,
\ ATENDSUNDFRSUINGLE4RNER5. (�A`\�V /v✓/fi/
RIDGE CAP OF SAME
- MATERIN.ASRODISRO A
L SIDES i w¢RES AND UPC 111 / / MAILED TO BREATHING
�. SHINGLES AT BASE M111N AINC11E5 / �\
I ROUGH VENT
\ \
TOP PIATE��^� �
J SIDE WALL FLASHING
���
\ / - GIRDEGHIEP ER
15r1-LCORWALL STAPPING TOBEATTACIED IO WALL STUDS BEHOLD WDOLIJGST
PALATAL WIN00WID0CR OPENING JACK STUDS ML-TAL FLASHING AT ALL 6AVc5,LIIOFWAITA, WALL SIUD— `,/ W
7TWORpEPTH VSB NUMBER DESCRIPTION APPLICATION ANo RAKFs-PROVIOC IlctnV�EOSEs sJ RAFTERSINSTALLYB"Dc. AS TO GORR DR<INdGE CHANNELS IN,Sh{ti 1IDIh ltlgp STRAP ANDLNCI(6IDO5FREVEIJT PAOLI TAPE ACTT IN G:ATDNI . nlIIIN PRCMANDFACWRIfp 111ALL JOISTS CONNECTED TO A FLUSH HEADER IO BE SHIPPOI HEO W 1511
OIJn ppCNINGS -- - - - - - - KF_CP 611CFTHINGMN 1-
RIDGEA NI I'OLDSINSTALL{'B"OC. FTEILPLAEPRORI PEAKTOnLLOW FKEEFOVER UNFO MT FD AIR PASSAGE IIIEPROPER X 02 CONNECTOR STA.FI -101'x ln'1n9a 5TItA1` nND JACI<CTVOS cONNEI:T OVER CONFLIUCH STOP IF POLE S_I FIRJOISISAPROX ll2"IIIGIILRTHANLVHEADERS
ON ALL OPENINGS PLATENVALL 6PTH+ GIUO PLATEIWGHOR OF RODE TOALLOWFORSIIRINKCCGI` S REDUCE BLIMP OUTS
- PLAIEs TD CALH6NO
DOL ITE PLATE
TERMITESI IILLD //�� �) i x W6FLpOR
SILL GA5KE1 -WOJD JOISTS
G /
cONGSLA6 / �%, NEOPRENE
TYP CONC FOUNDATION ---------
-
DAMPPROOFEXTERIORoMIL POLY _,_ GA6NFT `,\ p !.b/yg mnITINBCIIs wooD PLATE
GRANULAR FILL \ L� In EMLrs^40 Pc STIW
fiMILPP_PC EXTERIOR ¢IL=LL COI LIMN-- / - - �� aoLTEp ro 6rELL BEPIY WITH
/
ROOF JACK
" DIA "
coec SLAB � I I!5N•, -- —^ STEEL eEnn
C /
COMPACT TILL .A 51EFi
RODEWG LIPS 11 dN OOTinnP ArE
I(EYWAYFOOTHO FNSHINGAI 1
cont FTc C L v 1 r+ 1' , s aucucR Belt
� ANCHOR BOLT CONNECTION BSEw11111SUAREWAINERs
IV i! \ �1 1
1' ISPECT
(USPLBPSSY OR STUD)
ISINFDRCING BPR Ir
ERASABLE L � nNL110RBOLT CDNNLCIION FOUNDPTION SIP DI n ANTO'ON HELI \ _ --' \ I ~ STEEL^DIIIEN
P __6UPPDRTINU M11AJjl[NW6 CNG FN6NINGLAPS \'L 3101[wsx
E LL PLATE TO IOUNDAJ ION IDIGRY Tt"'DO ROOFING AT BOTTOM
_
IC'AAL SPACE DR FOUNDATIGIR
TMPICALCONC RESONATOR APPLY PILASTERS SILL PLATE TO FOA DATION \\\ �� TYPICAL BEAM DETAIL
MIN J'sl EEL ALCHCRED lG Dl"XAI"u1T TONG, FTG CRAWL S PACE OR I_OUNDATI ON STORES ]fi"OC
wIIRRE NEEDED FORSTRUCTURALoapcwc 1 _ ___ STEEL / DOTTOM BEARING
WALL BOTTOMSTAR PT ETA FOIINDAIION I-I SIGH ES y!"'Oc
_ STAR
-ory cRnog) _ ROOF JACKS 6 VENTS DETAIL
UBFLOOR
LIE CAR
SLAB /� DOORFRMAE ��
SXfi PAC I SIAM ( CC OORG�
WfAPACI GILL USE2Xtl
/ FDR ALDGKOITI BTELLL1.
J :/ f 4n SLOB
i `-'- _� //' t 51UL60FNWOOD b•G�-- ELOPE
/ - / Xb AVICRUVEWAl"-� NOTCH.IOIST AND AOJUE I I1EIGIIi
IT PLAIL � �y1/ W M
/ _ ATENOANp m T°I!b WITFIANAILING PI ATC IF NEEDED
GI2AGE -- ° lD¢C APROX 112 OR
HIGHER THAN -
� - ¢EAMS - STEEL BEAM TO ALLOW FOR SHRINKAGE
1� 6XfiW WM '(r L,✓ - L�I'o (PROVIDE STRAPPING IO KEEP JOISTS ALIGNED'
MINI C • _AJ/ -
NOTCH BEAM PoRMED6111F SECURED
�\ MA%LNUM STI ^ ° •x ° PI SUBFLO02
•.R rnwroncmc A. NorenlmunLs vl DEPTH of Bents c III`5 —
�—REINFORCING BAD
"I� /y—JOIST
GRAIN nLE — ..- LTJ � '.
SHEET METAL/3DII FELT UNDER BEAM MTPIJIM 1[ ^<I'n ^.' I� x
OFCONTACI WITH CONCRETE CR OCNI: NI LACK UJ7�'I J °✓TT a '- STEELBEAM •\ �1I'
TYPICAL COLD MONOLITHIC FOUNDATION I2LINI GREG WITH(2)11Pt REINFORCINGL+ARS THICKLNSLAVS BENEATH BEARING WALLS AND COI LIENS, ". \ \ Al IIMS TO LEVEL O-LVUI PLATCI¢OLTPOIO¢ENdI I lr
REINFORCE T-OOI INC WITH 12)114 REINFORCING BARS \� AS MINIMUM DEARING SURFACE I OR GOLD BEAM
GARAGE DOOR BLBGKOUT
BEAM POCKET
T\
ADDITION 755 SOUNDVIEW AVE., MATTITUCK, NY
PAGE SCALE 1/4" = 1'011 oRawN EBr
June 02, 2004 nH
NOTESy�� WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
' " '"o TES 1) RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL _
1-114"x 20 gauge of.,shall be allached to each pair efrfters in accordance to table 34 JOINT DESCRIPTION NAIL III NOTES BUILDING USE RESIDENTIAL DWELLING
When a caller no is used In leu of ridge strap,the number of l 0d common nails argued Only SPACING BUILDING HEIGHT 26'-II-I/2'•
CONSTRUCTION NOTES: in each and of the collar tie neon nor exceed the tabulated member of Bid nails in tee strap_ RAFTER TO W WALL 3-8d COMMON EACH
TDP PLATE 10WALL'4-Bid COMMON RAFTER TOE-NAIL TOTAL 50. FT. OF CONSTRUCTION_ _ IST. FLOOR. 1190 SF, 2ND. FLOOR BOO SF, DECK 390 S.F.
1) The Information within this set of construction documents IS related to basic design 2).RAFTER-TO-WALL ASSEMBLY CEILING JOIST 8'WALL 3-Ba COMMON EACH
Intent and framing details.They are intended as a construction aid,not a gatudlufe Lateral firming and shear wall connections far rafter,lolling or buss to top plate shall be in TOE-NAIL DESIGN CRITERIA PRESCRIPTIVESE5Pa AS PER N,TO RESIDENTIAL OFME CONSTRUCTION CODE AND
for generally accepted good building practice and compliance with current New York accordance to table 33 When a rafter or Was do not fall In line with surds below,ratters TO TOP PLATE 110'WALL 4-Btl COMMON JOIST 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
State building coda The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PERTABLE 37 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplig connections Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
sound and a weatherproof completed product shall be connected with uplift connections in conscience with table 33a CEILING,IOIST LAPS AS PER TABLE 37 EACH FACE EXT, BALCONIES 60
OVER PARTITION WFCM-SBC LAP NAIL DECKS 40
2) The General Contractor Is responsible for ensuring that all work and construction 3) WALL-TO-WALL ASSEMBLY COLLAR TIE AS PE R TABLE 34 EACH FACE ATTICS w/o STORAGE 10
meets current federal,state,county and Ideal codas,ordinances and re,olalmm,etc Wall studs above and studs below n floor level shall be attached with uplift accessions in TO RAFTER WFCM-SBC ENO NAIL ATTICS w/ STORAGE 20
These codes are to be considered as pad of the specifications for this building and accordance with fable 33b When wall studs above do n of fall in line with studs below,the DESIGN LOAD CALCULATIONS
should be adhered to wall variance with the plan studs shall be attached to a common member in the Flour assembly with uplift contractors in BLOCKING 2-Bd COMMON EACH TOE (LIVE LOADS PEP) ROOF [GROUND SNOW LOAD) 45
acrafthere with table 33 TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40
3) Dimensions shall take poseedent over scaled drawings q) WALL ASSEMBLY TO FOUNDATION RIM BOARD p-16d COMMON EACH END ROOMS !SLEEPING) 30
(DO NOT SCALE DRAWINGS) Fort wall studs shall be connected to the foundauori plate,or bottom plate wild uplift fO RAFTER r+ END NAIL STAIRS 40
4) Thu designer has not beenengaged far constmrvis
clion supeion m
and issuance no connecters.Steel straps shall have a mmimum embedment of 7 inches Irl concrete WALL FRAMING: GAURDRAILS (ANY DIRECTION) 200
responsibility for c„„sWchon coommating with these plans,nor respdnnb1ld,for foundation and slab-an-grade,15 inches in masonry block foundations,or lapped under
romos me means,manners,techniques,sequences,or procedures,dr for Safety the plate and nailed in accordance with table 3 3b When steel stays are lapped under the JOINT DESCRIPTION NAIL NAIL OTV SPACING NOTES ExP05URE CATAGORY __- C
m
and
mil be
the
hor
LOAD
PATH
precautions S.,,S.dd main connection ird.of[Ile Work There are ndwarranties for a huttom plals,3 Spread an washes Senators ch to
ble 3 Ed 1. boltsn I.S,cbolt - - F - FOUN A SEE CONSTRUCTION
RAISE 4 GENERAL
NOTE PACE TOP PLATE T° PER FACE NAIL
specific use expressed or implied In the use of these plans space,Is mar spaced and sized m accordance to table 3 2a In of.oil l spacing, TOP PLATO Z-i6tl COMMON FOOT SEE NOTE_1 (ROOF - FOUNDATION) DETAIL PAGE a GENERAL NOTE PAGE
anchor bolls are to be spaced between 6-12 inches from the end of a sill plate and all
5).Refer mrhe Window and Door schedule for exterior coatings comes, TOP PLATES JOINTS FACE _ ___NAILING SCHEDULE SEEGENERALAND WIN PAGE
INTERSECTIONS A-,fid COMMON EA.SIDE NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
fi) The General Gontractdns Id ensure that masonry or prelabramed fireplaces meets 5) TYPE i EXTERIOR SF with a in CONNECTIONS STUD TO 24” FACE 59c.
or exceeds manufacture's specifications and appkeable codes Type exterior so nu covens with a minimum of 7116 inch woodand
12'structural panel a the extenor STUD 2-15d COMMON O C NAIL FIRE PROTECTION SEE FLOOR PLANS
attached with Bd common nada at 6” r c at fine panel edges and 12'o c.in the field,and (SMOKE ( CO2 DETECTORS)
7) The General esnlracmn,m sand,
cl swinelf the owner for all built-in nems ed tech gypsum wallboard Najd
the mlerin attached with with
scolar length
ireat 7e o c al I HEADER TO 16'O.D FACE
pane i6tl COMMON TRU55 DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
such as bookcases,shelving,pantry,dssels,trims,etc edges and 10"d c,vi the field shall be In accordance wRh the length requirements specified HEADER ALONG EDGES NAIL
in table 315a-b TOP OR BOTTOM 2-reit COMMON PER 2x4STUD ENO ENERGY CALCULATIONS RESGHECK 3.5 RELEASE
B) Wind load requirements shall he taken Into account during occurrence PLATE TO STUD 3-16d COMMON P R2x6STUDj NAIL
I c+ 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS' BOTTOM PLATE TO.
FOUNDATION NOTES: Type 11 exterior sheanvalls shall meet the requirements of table 3.15a-le times the appropriate PER FACE NAIL
length aItuttrl factors in table 31fi FLOORJOIST,BAND JOIST, G-i6tl COMMON
). FOOT SEE NOTE 1,2
, The General Go„,� sl
actor,nd Mason reviewplans, ava,;„ns,details and notes to END JOIST OR BLOCKING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
determmelnlended heights of trashed floor(.) be,.typical grade 7) INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: GRGDND WIND SEISMIC FROST WINTER IC' ELD
2).All footings 1n rest on unAisfurbetl(mrgin)soil Allowable sehavell Ienglhs provided m fable 3.14 shall be,ermined to be mcrcased when FLOOD
NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAVMENi
inle„or Observe is are user! Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES HA2AR06
2442 and 224 respecherly. OTY. SPACING LOAD (MPH) CATEGORY DEPTH TEMP. REpUIRED
3). andelProvio 112”masonry
expansion loin!material eIn
between concrete slabs and abutting 8) CONNECTIONS AROUND E](TERIOR WALL OPENINGS: SILL,TOP IPLATE OR GIRDER To 4-ed COMMON JOIST NAIL 45 LBS.PER TOE 120 ® SEVERE 3 FT. kTO HEAW MODERATE 11 NONE
ODERATE SUIGHT TO
concrete or masonry walls occunny in extenor or unhealed Interior areas
Header snorer girder connections shall be attached with jconnections In accordance BRIDGING EACH TOE
4) Any new concrete walls being attached Ie existing concrete structure shall wild table 3 5 Window sill plates shall behave steel connectors in accordance with fable TO JOIST 2-8d COMMON END NAIL
be installed with fl4 re-bar ie"long of l2'bc Use approved epoxy for msfallahon. 35 BLOCKING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
2-ed COMMON
TO T END NAIL
5) Unless otherwise hi „stand all slave oil grade m wife
a2500
mop s Concrete lobe 9) CATHEDRAL CEILING ASSEMBLY JOB SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
poured on o rude V2,ruc rid it gravel(til with 6xfi wee mesh reinforcing.Interior slabs W clared on tis m be need a.m or slope
rmatiobeard,Managersallbattachedtoeither be natrhed and BLOCKING TO EACH TOE AT PANEL @ GES SUPPORTS MON PANEL FIELD
to be mmimum 3-,12 tech thick andnored on top of the beam or snipe connectors shall be attached m each after-to-ndye SILL OR TOP PLATE 31-ifid COMMON BLOCK NAIL 4'PERIMETER EDGE ZONE Bd COMMON fig 6"O C ed COMMON @ 6”O G BEE NOTES 1,3
along the open ceiling part ofthe building Connections to the ridge and wall shale be be LEDGER STRIP+ EACH FACE
6)-Crawl spaces to be proNtles with a minimum 18"x24"access opening-tnstatl one allached with the above requirements TO BEAM 3-16 d COMMON JOIST NAIL INTERIOR ZONE sit COMMON @ 6"O C. ed COMMON @ 12"DIG SEE NOTES:1 (BOTH FIELDS)
8x16 cast Imo foundation vent for every 150 sq R df area.
NOTE 2 FOR PANEL FIELD
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-ed COMMON PER TOE GABLE ENDWALL RAKE AND ZONE.
ed COMMON@4"OC etl COMMON@4"OL SEE NOTES:1,3
7) 5 Residential
Construction
are A bituminous coenefil s sper hall b trap Red oveall mind r
TO BEAM _ JOIST NAIL -
NVSRegradelalCoosofexoriorwe_spriorohaddiyleneflmshallbeapplied„ver 1) Unless
aters.budget adLeadrstobegtenalto at
pressure treated lumber BAND TOJOISJOIST PER END NOTES
the below grade portion dF exterior walls peter to badcfilhng. All fasteners,hangers and anchorsmbe galvimaed or stainless steel TO JOIST 3-16tl COMMON ,01ST NAIL
BAND JOIST TO PER TOE NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
8) Drainage as per seclidn R405 of N V 5 Residential Consvuchon Code, 2) Girders for deck joists to be boded m each post won washers and nuts 2-i6d COMMON
Gede.edoancrele picas shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTEI 1).For coo`sheathing wllhin 4feet of ih a perimeter ads a of the roof,including 4 feet on each side of the roof peak,
FRAMING NOTES into concrete with aofPounds l,2”dnx7"long anchor boll with washers and nuts ROOF SHEATHING: the 4 foot perimeter edge zone attachments required shall be used
1) All framing techniques and methods as prescriptive design of 1995 BBC High Wind 3) Posts supporting girders shall be anchored m a 12"x12"x12"thick concrete feeling JOINT OLSCRIPTION OT1Y SPACING 2) Tabuialed 12 inch tic nail spacing assumes sheathing attached to rafter/huss framing members valh G>049-
EdNon Wood Framing Construction Manual Use a minimum 112"dia x 7"long anchor boll with washore and nuts-Footings Shall be 31 For framing members with<042<G<049,the nail spacing shall be reduced to 6 inches o c
belowgrade.Porches with covered roofs shall have 12"dim concrete piers for the girders- STRUCTURAL PANEL ed AS PER TABLE 38
2) Unless otherwise noted,all Cram ing and structural wood material to be R2+BTR 'WFCM-SBC 3).Tabulated 4 inch d c naq epaad0 assumes Sheathing to rutted Was framing memhets with G>0,49 For
Douglas Fir 4) Deck joists to have bloclang at 8'0 o c CEILING SHEATHING: framing members with D 42<G<R49,the nail spacing shall be reduced to 3 inches a c.
3) Floors,walls,ceilings and ra(fers to be spaced at Ignored.o I.unless noted 51.A mmimum of 10 inch Bashing shall he installed between the building and ledger NAIL NAIL
JOINT DESCRIPTION WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
efherwrse Ledgerte be fastened to building with ill"dia hells with washer and nuts OTY SPACING
4) Unless
where needed GYPSUM 7" O.O.EDGE
B...up wall hanle noted,a(2HIgwall header to he(l)2xdsa tBTR Doug Fr Sit COOLERS NAIL SPACING NAIL SPACING AT INTERMEDIATE
Bearing wall headersm have(2)lack smtls and(2)Lull length studs an each side of all 6 Concrete profs shall be a minimum 6"above WALLBOARD 1D"O C FIELD SHEATHING LOr.ATIDN NOTES
openings.LVL headers to have(3)lack studs and(2)full length studs on each side of ) grade- AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
openings.
Reading wall window sills shall also he.(2)window sill plata for 2.4 wall WALL SHEATHING: SEE NOTES 1,3(BOTH FIELDS)
openings between 4'1 and 6'D and 2x6 wall openings between 5'11 and 8'9 Provide fire 7).All I..sto to be suppedeA will,hangers and anchors Each Joest shall also be anchored ---- — 4'EDGE ZONE Bit COMMON @ 6"O C ed COMMON @ 12' O r,
to girder(@) JOINT DESCRIPTION NAIL NAIL NOTE'2 FOR PANEL FIELD
and blocking where appkable OTY SPADING INTERIOR ZONE Bid COMMON @ 6"O C did COMMON @ 12'0 C SEE NOTE 3
5) All Flush beamslheaders to be installed with heavy duty galvmlzed hangers and 8) Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL AS PER 3.9
_ _ _ Ed COMMON NOTES
anchdmwhereapptiabletoaddemartingroists. _ _ PLUMBING NOTES PANELS WFCM-SHO
7116"OSB 3"OG EDGE
IMCOMMON THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED N SCHEDULE NOTES ONLY
6) Double up Door joule under walls that run parallel to the nearldist and under bathtubs. 1).All water supply,drainage and veil to be Installed as per NY S Residential PLYWOOD W 0 FIELD
Floors m have ceamic the installed shall be verified for proper load apody unless noted Construction Code GYPSUM Ed COOLERS 7 OC EDGE 1) For wall sheathing within 4feet of the corners,the 4 foot edge zone afadhmemay,flu emsshall
do plans. WALLBOARD ii FIELD be used
2).Verify septic system with ilio Engineer for suftolk CounfY Health Department approval FLOOR SHEATHING.
7).Provide b acing walls.
ng in floor joists at 8'0 o c Use solid blocking m OoorJoisls 2) Tabulated 12 inch o c,dat spacing assumes sheathing attached to stud flaming members with
under all bean„,walls. 3) if wall studs provide
adequate btes dtrmstslaare cut tout
prtectad installation
ecure[ eStrucure.Verity
related work, JOINTDESCRIPTION NAIL NAIL G>04g.For framing mandate with D42cGq thenail spacings shall be reduced la 6inches a
provide adequate bring and plates Id protect and secure the structure.Verily with the GUY I SPACING
8) Provide insulation battles at save vents between rafters Install draft blocking as elale code and manufacture's recommendation for maximum hole size and spacing permitted STRUCTURAL PANELS 6"O C EDGE 3) For exterior panel siding,galmnrzed box nails shall be permitted to be substituted for common hall„
needed HVAC SYSTEM NOTES 1•'OR L. 8d COMMON ,2"O.0 FIELD WALL
i
9) Unlessotherwise ngrael plywood
PlywNmhave S overevmumes andiceradeyFr 1) Mechanical subcontracted responsible for attracting In all applicable codes and safely NOTES: W�LL LEGEND.GUY exterior sheathing grade plywood Plywood to rover over plates and headers. requirements WWW//��A11! L G 1 '{
THESE NOTES AREONLYEDUL TO HE REFERRED TO IF - "-•a
id.Unless otherwise doled use d drowsed
TRG PTS Fir or AdvadAmalie filo plywood stalled p HVAC subcontractor is to full dingle all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY.
adhered with PL400 adhesive andscrewed ldfloor joists Finished Poor tribe installed ) fully y q NEW WALLS
equipment supplier
over soore
ub8r as per manufacture's instructions. 1) Nailing requirements are based on well sheathing EXISTING- WALLS �•L� `r(,y y,
11) Al balhrdsm walls[shave 112"(hick mdislure-resinfantsheetrock Garage allsand rawing
3) HVAC amendment,to provide final system layout dand subinnd to the General nailed 6'dn-center.(the panel edge If.11 sheathing
wIs nalled 3E on at the l edge to obtain higher
ceilings ad over furnace m have 518"thickt a-x Shamrock,All other ds of bouncing
Contractor for review approval. _ pane 9 g WALLS TO BE REMOVED C — _ — — — 7 + n:
g YP Pa 9 membersShear shall bed doubled,
rd,oramrenaeconnts for cteral {` p Ell,
mhave aegdlaa,.z•aneetrdck_All walls to be taped and llnlahetl ELECTRICAL NOTES: members shall badndhled,draltemate connectors, I ta✓� ,
such as shear plates,shall be used Id maintain load path -
12)_ov mot with a Fofiallind
m less than a applied
shall it Installed with an Ice o Water bamer or 1).NI electrical m be Installed as per N.V.S Residential Conslmclion CoAe
approved equal coal roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing Is erofcsurrounding over ll be perm
mmh sown type coastal over 2) All electncal work shall be approved hyaqualdied Underwriter memheduce tabulated number of nallsshallbe permitted
13) All sill plates and wood in contact with concrete to he pressure treated Shc plates te 3) Install Smoke deteUms and Came.Monoxide detectors throughout as per sectio„R317 m be reduced lot-1fid call per foot ., gX�-
be installed wllh a from sill gasket and scaled.added shield or approved equal of N Y S Residential Construction Code
ADDITION 155 5OUNDVIEW AVE,, MATTITUCK, NY
PAGE 50ALE 1/4" = 1' DRAWN BY
°F June 02, 2004 MH