HomeMy WebLinkAbout32850-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-32503 Date: 08/06/07
THIS CERTIFIES that the building ADDITION
Location of Property: 1115 ARROWHEAD LA PECONIC
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 98 Block 3 Lot 7.1
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MARCH 27, 2007 pursuant to which
Building Permit No. 32850-Z dated MARCH 27, 2007
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 SECOND FLOOR ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to WOODS LIVING TRUST
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 3040098 07/23/07
PLUMBERS CERTIFICATION DATED 07/02/07 THOMAS AZZARA
f
L�.
Authorized Signature
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
`t t 765-1802 1, ,
APP ICATION FOR CERTIFICATE OF OCCUPANCY
z.
fhi appdicaLlDn-1nu Fbe;filled in b typewriter or ink and submitted to the Building Department with the following:
A. ,o i ding or new use:
l. 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 forth).
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:
l. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A property 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 S25.00,
Swimming pool $25.00, Accessory building$25,00, Additions to accessory building $25,00, Businesses S50.00.
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
Date. 7/23/07
Dormer addition
check one
New Construction: XXXXX Old or Pre-existing Building:
Location of Property: 1115 Arrowhead Lane Peconic
House No. Street Hamlet
Owner or Owners of Property:
John & Susan Woods
Suffolk County Tax Map No 1000, Section 98
Block 3 Lot 7. 1
Subdivision Arrowhead Cove Filed Map. 3810 Lot: 6&7
Permit No. 32850 Date of Permit. 3/27/07 Applicant: Inland Homes
Health Dept, Approval: N/A Underwriters Approval: —
Planning Board Approval: N/A
Request for: Temporary Certificate Final Certificate: XXXXXX (check *ne) '
Fee Submitted: $
Ap lieant Signature
Town Hall, 53095 Main Road ; Fax (516) 765-1823
P. O. Box 1179r r, Telephone (516) 765.1802
Southold, New York 11971
1
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
C E R T I F I C A T I O N
DATE: D
Building Permit No . 2-��'-Z-
Owner: 30 v. US+c>�/�— b@9
(please print)
Plumber : �-
,4 D p-Z¢
(please print)
I certify that the solder used in the water supply system
contains less than 2/10 of 1% lead.
r
(Plumbers Si ture
Sworn to before me this
day of
Notary Public, County
BARBARA J.B H
Notary Public,State of New York
No.52-0513575,Suffolk County 49�
Commission Expires October.
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5 BY THIS CERTIFICATE OF COMPLIANCE THE *0 Q f 5
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 5
5 BUREAU OF ELECTRICITY 5
5 40 FULTON STREET — NEW YORK, NY 10038 c�
5 CERTIFIES THAT 5
5 5
5 Upon the application of upon premises owned by
5 5
5 JIM SAGE ELEC. INC. JOHN WOODS
PO
5 O PORT, NY 11944-0038, PECONICON 119 8
GREE EAD LANE
5 5
5 Located at 1115 ARROWHEAD LANE PECONIC, NY 11958 5
5 5 5
Application Number: 3040098 Certificate Number: 3040098 5
5 S
5 Section: Block: Lot: Building Permit:� BDC: ns11 5
5 5 Described as a 5
occupancy, wherein the premises electrical system consisting of ej
5 electrical devices and wiring, described below, located in/on the premises at: 5
jSecond Floor,2nd floor addition, 5
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 23rd Day of July,2007. 5
5 Name QTY Rate Rating Circuit Type C
5 Alarm and Emergency Equipment 5
5 Sensor 1 0 Carbon Monoxide 5
5 Appliances and Accessories
5 Exhaust Fan 1 0 F.H.P. 5
5 Wiring and Devices
5 Outlet 12 0 Fixture
5 Fixture 12 0 Incandescent
5 Outlet 28 0 General Purpose
5 Receptacle 19 0 General Purpose 5
5 Switch 16 0 General Purpose S
5 Dimmers 2 0 5
5 Paddle Fan 2 0 5
5 Receptacle 1 0 GFCI 5
5 5
5 5
5 seal
5 5
�5] I of 1 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 5
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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. 32850 Z Date MARCH 27, 2007
Permission is hereby granted to:
WOODS LIVING TRUST
1115 ARROWHEAD LA
PECONIC,NY
for
2ND FL. ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED;
4 BEDROOM LIMIT
at premises located at 1115 ARROWHEAD LA PECONIC
County Tax Map No. 473889 Section 098 Block 0003 Lot No. 007 . 001
pursuant to application dated MARCH 27, 2007 and approved by the
Building Inspector to expire on SEPTEMBER 27, 2008 .
Fee $ 233 . 60
Authorized Signature
ORIGINAL
Rev. 5/8/02
CK ROAD
INDD`� rIE --....
�1 °,,,'`�".` N SURVEY OF
f w8, LOTS 6 & 7
NM Of
.S ARROWHEAD COVE
LRE ft.3610 RID xw 20.im
S S1TUATED AT
cI`lam 7 PECONIC
TOWN OF SOUTHOLD
_ .ti orc SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-98-03-7.1
SCALE 1-=50'
e scvDtex an,zmo 10om
LOT 5 onoEa� m ¢u}erlm.m mwn
_ N 84.09,50 E AREA .s,3at�su
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N �� S.C.O.N.S.No.R}0 00-OI l6
m CERT/i7t'n TO
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TITLE M.25M - ...
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Surveyor
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JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck,N.Y. 11952
(631) 298-7116
Date: March 26, 2007
To: Town of Southold Building Dept.
Re: Bedrooms
Woods
1115 Arrowhead La.
Peconic,NY
To Whom It May Concern:
The plans for the above mentioned addition will end up with a four bedroom layout, and
the plans will show this. Also a door was removed from the upstairs hobby room. Any
other questions please call.
Sincerely
9 '
o t es\Drkoski
c��A 072`�A2
Of SO(/lyo�o
courm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLOG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING ;KFINAL /& .
I
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
7'
DATE �`�� ® � INSPECTOR L i�
Of SO(/jyolo
3 �g �® Z-
comm,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING AFINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
ll ,
DATE INSPECTOR
OF SO�ryo�o
courm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND XINSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE 617 INSPECTOR
SOUIyo`o
courm,N�'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE INSPECTOR
�l
OF SO(/lyo�o
courm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST (ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
L
I
DATE `'� ��� INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS t.
FOUNDATION(IST) '
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Permit#
Permit Date
REScheck Software Version 3.7 Release 1 b
Compliance Certificate
Project Title: woods
Report Date:03/12/07
Energy Code: New York State Energy Conservation
Construction Code
Location: Suffolk County,New York
Construction Type: Detached 1 or 2 Family
Heating Type: Non-Electric
Glazing Area Percentage: 4%
Heating Degree Days: 5750
Construction Site: Owner/Agent: Designer/Contractor:
1115 Arrowhead La.
Peconic,NY
Assembly MOM
Ceiling 1:Flat Ceiling or Scissor Truss: 825 30.0 0.0 29
Wall 1:Wood Frame,16"o.c.: 870 19.0 0.0 50
Window 1:Wood Frame:Double Pane with Low-E: 26 0.350 9
Window 2:Wood Frame:Double Pane with Low-E: 7 0.290 2
Statement of Compliance: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 Company Name Date
DES O
r w` w
(? W
07Z5��
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woods Page 1 of 4
REScheck Software Version 3.7 Release 1 b
Inspection Checklist
Date:03/12/07
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
Windows:
❑ 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:
❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.290
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed.
❑ 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 3"clearance from insulation.
Vapor Retarder:
❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
❑ Materials and equipment must be identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided.
❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
Duct Insulation:
❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
❑ Return ducts in unconditioned attics or outside the building must be insulated to R-4.
❑ Supply ducts in unconditioned spaces must be insulated to R-8. '
❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-
❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
Duct Construction:
❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives),
mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500
Pa).
❑ The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
woods Page 2 of 4
❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest
zone.
Electric Systems:
❑ Separate electric meters are required for each dwelling unit.
Fireplaces:
❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors.
❑ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building
Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable.
Service Water Heating:
❑ 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.
❑ 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.
Swimming Pools:
❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from
non-depletable sources.Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2.
woods Page 3 of 4
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" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 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 ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5'to 4"
Heating Systems
Low Pressure(remperature 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 and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD:(Building Department Use Only)
woods Page 4 of 4
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING--4DEPARTMENT Do you have or need the following,before applying?
TOWN HALL i Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www.northfork.net/Southold/ PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined a. / ,20� Contact:
Approved ,20_03 Mail to:
Disapproved arc
� Phone: 298 9696
Expiration a 7,20 C)b/
�--- -- ��- --� Building Inspector
MAC 13 2rnl t ,'.APPLICATION FOR BUILDING PERMIT
:.,
Date 3 , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months.Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
Inland Homes
(Signature of applicant or name,if a corporation)
Pb Box . 117,Mattituck,N.Y.
11952
(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 John & Susan Woods
(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. 2941—P
Electricians License No. 3 6 3 5—E
Other Trade's License No.
1. Location of land on which proposed work will be done:
1115 Arrowhead Lane,Peconic,N.Y. , 11958
House Number Street Hamlet
County Tax Map No. 1000 Section 9 8 Block 3 :Lot 7. 1
Subdivision Arrowhead Cove Filed Map No. 38iO Lot 6&7
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
family
Single n i
a. Existing use and occupancy Sin g Y dwelling
b. Intended use and occupancy Single family dwelling
3. Nature of work(check which applicable): New Building Addition Alteration xxx
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost $65,000.00 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 85. 21 Rear 85. 2 Depth 61 .4
Height 25 Number of Stories 1
Dimensions of same structure with alterations or additions: Front 85.2 Rear 85. 2
Depth 61 .4 Height 251 Number of Stories 2
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 256 Rear 290 Depth 169
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOS
13. Will lot be re-graded? YES XX NO Will excess fill be removed from premises?YES NO XX
14.Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Inland Homes Address Phone No. 298 9696
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO XXXX
* 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, 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.
Sworn to before me this
/, day of . M 20 0 7
Notary Public Signature of App icant
LINDA J COOPER
NOTARY PUBLIC,State of New York
N0.01 C04822563,Suffolk County
rerrn Expires December 31,20XL
o��OF SOUr��l
� o
Town Hall,53095 Main Road Fax(631)765-9502
P.O.Box 1179 G • Q Telephone(631)765-1802
Southold,New York 11971-0959 0
�yIrou
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
July 27, 2007
Inland Homes
PO Box 117
Mattituck, NY 11952
RE: Woods, 1115 Arrowhead Lane, Peconic
TO WHOM IT MAY CONCERN:
We are unable to complete your Certificate of Occupancy because of the following reasons:
An application for Certificate of Occupancy is not one file. (Enclosed)
\ , No Electrical Underwriters Certificate on file.
The check is (not on file) $25.00
Final Health Department approval not on file.
\ No final inspection has been completed.
�I No Plumber Solder Certificate on file. (All permits involving plumbing issued after
4/1/84)
Certificate of Compliance from the Trustees.
Final Planning Board approval
Final Fire Inspection from Fire Marshal.
BUILDING PERMIT: 32850-Z
SOUTHOLD TOWN BUILDING DEPT.
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srEF�.._coL. _pw ! MEET THE REQUIRE": ::-�17�OF THE
CODES OF NEW YOF4,,�, T ATE. .
_ UNDERWRITERS CERTIFICATE
CERTIFICATION OF RE gD
NAILING & CONNECTIONS
REQUIRED,
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OCCUPANCY ALL PLUMBiNG WASTE FO = ' Fir,
OR r : : F�M
& WATER LINES NEED
USE IS UNLAWFULTESTING BEFORE COVERING
WITHOUT CERTIFICATE
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RTIFICAT 3. IPA,a ;�ii '
OF OCCUPANCY a. FFIN;,1_/�. �;[
BE 41Ji4'F6 LE FL
ALL Cord,-F,UCi i' SHALL M—ET THE
PLUMBER CERTIFICATION RrQUIgErrvr�TS a=TNT Cs OF NEW
ON LEAD CONTENT BEFOi 3E YO,?K STnTE. r2E T RESPONSIBLE FOR ° (V
CERTIFICATE OF OCCUPAN;;Y DESIGN OR CONSTRUCTION ERRORS. p
SOLDER USED IN WATER RETAIN STORM WATFr'
f'• SUPPLY SYSTEM CANNOT PURSUANT TO SECI aOF THE TOWN CODE a
" EXCEED 2110 OF 1% LEAD.
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STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION _ _ _ _�._..____•_ _.__
FOR WALL OPENING PROTECTION OF120 MPH ssECONDYOMOUSTS HV IN D O W A N•D D O O R�rS C H E D U L E__
(MAXIMUM MEAN ROOF HEIGW 3S)
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MULTIPLE SECTION ASSEMBLY:1/4" r '
THICK BOLTS(�2'OC - •- - —- -- - --
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--- -----,-8____= --�-�..-_=-- -___.w------ -�� --_---=�-_=-_•_- ==-ems-� �s� -
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19
ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL
010 CALCULATIONS FOR WINDOWS+•B'�ASED_.•UPON EXPOSURE B - . " •, MUST HAVE DP UPGRADE � • _. . •..___
+ COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED._ AS PER
_ E.+_._..__._..._._._._. _ .._._.
• ' � MEETS�NY •S'TATE••E•GR•ESS RE QUIREMENTS
TABLE R 301 ,2 (2) NEW YORK ST/4TE ByUILOING_CODE._ -- - -
O RrHA�B ITA B�LE�S•P A C E.
. ....;...._... _ .°.__._._........ .. ..__......_.. .........°... .._......_.,. . ..._...°... ._............_.. _,..._...._......__..,_... .._...__..._......___ � CUSTOM GRILLES - S•EEE~LEVATIOIJSr
WALL OPENINGS INCLUDING WINDOW S AND OOrO_RS S.FIi4LLLrB.E PROTECTED W ITH REMOVEABLE 5/ WOOD 3TRUCTURAL P.ANE.LS.�--�_ M _ __ _„• h
i WITFI-MAXIMUM, O.F _b'*'. 8 , S'PAN.• FASTENERS FOR SPANS UP TO 6' 0" SHALL BE 2 112 -# 8 WOOD SCREWSAT 16" O/C, FASTENERS
+ I F O�R N SPAS UP TO 8 -0 SHALL B IE* 2 1 l2 #8 AT 12 O/C TABLE 3 01 .2.1.2 „.•__.._._. .__.._... _..__._____...____. _._._. .-_.... ___...._ _-_....-_.._.. ._.___...._--_ _. -_ 4 �t,
i _.. ._..,._.......... —. ..... _-__._...... __.. _ ... . ..._... .._ .. Q
I i ALL NARR�OLINE WINDOWS MUST USE:
•........_.. ......._..... _..... •°! ...._ ._..... 1 _ _._......_.... _ -- — - - �. o
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1/2" HEIGHT SILL STOP (OR.STOOL)_AND THE ADDITION OF A 1/2 X 3/4 DP UPGRADE SILL STOP ...,.(
A 1-1/4
HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP klT.) — r_.__ r_ —__......_...__ ._ ._--•• .
_._. ._ .. . ..T.._...__... _. _..____.._._... ..- -- ... _....._.._ ._ _._._..._._.. .. ... . . ............. .._._ ._..__.._.. . _ ..___ - - ---. r
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' SHUTTER ASSEMBLY
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j I FOR PANEL SPANS:0<4'-0"WIDE SPAN C
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TABLE 1609.1.4
23132"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4') 2�� Z d.
Q �
I II USE AC GRADE Wl 2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES.
1 LABEL ACCORDING TO LOCATION. I
j ASSEMBLY:
ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING wl#SX3"(w/WASHERS)GALVINIZED OR
i STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BETTER I I
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
#10 TEE NUTS ATTACHED TO BLDG.wl 010X 1 Y2"(W/WASHERS)MACHINE BOLT @ 12"O.C.
WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED Z _
I UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 ft. co
----
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N.T.S.
FOR PANEL SPANS:4'-0"OR WIDER SPAN z
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SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN.
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NOTE ADDITIONS: Z
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2X4 STRONG-BACKS @ 24"OC 2F%-) O
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ASSEMBLY: !
1).PREASSEMBLE PLYWOOD TO 2X4'S:#104"(wl WASHERS)GALVINIZED OR STAINLESS STEEL r U.
+ WOOD SCREW 12"O.C. ¢ �� 0
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ALTERNATIVE FOR OPENING PROTECTION
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7118 AND MAXIMUM PANEL SPAN OF 6 0 ^ o /J ' '"" y'
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS --- P - �051PL�
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.
(REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609.1.4) r-I
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TABLE 1609.1.4
WINDSORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS •~; ..�1 "'� "'' 1
+ i FASTENER SPACING INCHES
PANEL SPAN<2' 2'-0•<PANEL 41-0"<PANEL 6'-0'<PANEL
FASTENER TYPE 0" SPAN<4'-0* SPAN<8'-0" SPAN<8'-01 '
2 112' 98 WOOD SCREWS 18 16 12 9 lI
+ F21;7tfl WOOD SCREWS 18 18 18 12
A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF m N
HEIGHT OF 33'-0'OR LESS QI
B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL.
i C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO,THEY SHALL BE
ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL
+ CAPACITY OF 490 LBS.
i CONNECTION SIMPSON STRONG-TIETIE
4
A RAFIER/RIDGE/RAF7ER WITH CT• CS20 21"LONG
RAFTER/RIDGE/RAFTER WR}IOUTCT CS20 21"/LSSU OR LSU
RIDGE B RAFTER/PLAlWSTUD H7
RAFTER/PLATE HS OR H2.5
PLATE/STUD CS2018"LONG
RAFTER
C HEADER/STUD
HEADERIJACK
CS20 17 LONG
SIMPSON CS20 21"LO D FLOOR TO FLOOR D LFTA CS20 38"LONG
E STUD/PLATE/SILL CS20 36"LONG n
STUD/PLATE CS32016"LONG l� O �
PLATE/SILL L TB16 O C
F ANCHOR BOLTS (n
G POST ANCHOR FOR DECKS CB SERIESIry
POST ANCHOR FOR COVERED PORCHES ABU SERIES
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1ST.FLOOR WALL STUD—
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2ND.FLOOR PLATE 2ND.FLOOR PLATE
SUBFLOOR SUBFLOOR 1ST.FLOOR PLATE 1ST.FLOOR PLATE G POST ANCHOR FOR COVERED PORCHES u
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RIM BOARD RIM BOARD SUBFLOOR SUBFLOOR C
SIMPSON LFTA - SIMPSON CS16 36'LONG
EVERY OTHER STUD AND SIMPSON CS20 36'LONG SIMPSON CS2016'LONG
EVERY STUD OVER HDRS RIM BOARD RIM BOARD
1ST.FLOOR TOP PLATES POST
1 ST.FLOOR TOP PLATES DOUBLE SILL PLATE
DOUBLE OR SINGLE SILL PLA1 % : U
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1ST FLOOR WALL STUD 1ST FLOOR WALL STUD FOUNDATION WALL •1. <
•. FOUNDATION WALL '':.' ' SIMPSON ABU S IE
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GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING SCHEDULE
1.The information on this set of construction documents is to relate basic design 1.All walls,2x4 and 2x6,to be stud grade or better 16"o/c. All other fraiming material TABLE 3.1,INCLUDING 3.3 AND 3.9
intent and framing details. They are intended as a construction aid,not a substitute to be#2 douglas fir or better. 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
for generally accepted good building practice and compliance with current New York
state building codes. The general contractor is responsible for providing standard 2.All wood framing In contact with concrete or masonry to be pressure treated. JOINT DESCRIPTION NAIL QUALITY NAIL SPACING
construction details and procedures to ensure a professionally finished,structurally Q
sound,and weatherproof completed product. 3.Provide double floor joists under all walls parallel to floor joist span direction unless ROOF FRAMING
otherwise specified. RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL'3-8d PER RAFTER
2.General Contractor to coordinate all sub contractors,scheduling of work,and 10'-0"WALL:4-8d PER RAFTER tt
Interaction between trades. 4.Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional CEILING JOIST TO TOP PLATE TOE NAILED e•-0"WALL:3-8d PER JOIST
lumber floor joists.
' 10'-0"WALL:4-8d PER JOIST N ~ O
3.The general contractor is responsible for ensuring that all work and construction CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP V C
meets or exceeds current federal,state,and local codes,ordinances and regulations, 5.Floor construction:I%"tongue and groove plywood subfloor. Fin isited material to be CEILING JOIST LAPS OVER PARTRiONS FACE NAILED SEE TABLE 3.7 EACH LAP VI 4
etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joists. COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE m
and should be adhered to even if they are in variance with the plan. BLOCKING TO RAFTER TOE NAILED 2-8d EACH END _
6.All window and door headers to be minimum(2)2xl0 unless otherwise specified. RIM BOARD TO RAFTER END NAILED 2-16d EACH END Z
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4.Dimensions shall take preced
WALL FRAMINGent over scale drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. j
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designer has not been engaged for construction supervision and assumes no 7.Provide full solid blocking under all bearing walls. TOP PLATE TO TOP PLATE FACE NAILED 2-16d " PER FOOT U ¢
S.The dest >
9 9 TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS-EACH SIDE A N A P
i responsibility for construction coordinating with these plans,nor responsibility for
construction means,methods,techniques,sequences,or procedures,or for safe 8.All beams to have adequate bearingat each end or as specified. STUD TO STUD FACE NAILED 2-16d 24"O/
q p safety HEADER TO HEADER FACE�NAILED� 16d 16"O/C ALONG EDGES
precautions and programs in connection with the work. There are no warranties for a TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD
i specific use expressed or implied In the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers., 3-16d PER 2X6 STUD
i 4-16d PER R 2X8 STUD Q
8.Refer to floor plans,exterior elevations,and window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed with1/2"exterior grade plywood or BOTTOM PLATE TO FLOOR JOIST,
windows. All windows to be Andersen high performance quality or approved equal. 7116"OSB plywood,group 1,APA rated. Plywood to span over all planes and BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-16d '- PER FOOT
headers. ? rU
7.Door and window headers to align unless otherwise noted.
i FLOOR FRAMING
11.Provide insulation baffles at eave vents between rafters. JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-0d PER JOIST (n \
BRIDGING JOIST TOE NAILED 2-8d EACH EACH END END
TO
8.General contractor is to ensure that masonry and prefabricated fireplace 6-
construction meets or exceeds all manufacturer's specifications and applicable odes. 12.Exterior flashing to be correctly installed at all connections betweem roofs,walls, BLOCKING TO JOIST TOE NAILED 2-6d
EACH BLOCK
chimneys,projections,and penetrations as required by approved construction
BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d Q
j 9.General contractor to consult and coordinate with the owner and the plans for all practices. LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST i
JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST
built in items such as bookcases,shelving,pantry,closets,etc.
n roof vents. BAND JOIST TO JOIST END NAILED 3.16d PER JOIST
13.General contractor to provide adequate attic ventilation and
BAND JOIST T'0 SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT
i 10.Provide hardwired smoke detectors,with battery backup,on all floors and In each
bedroom,verify with local code requirements as per Section R317,New York State 14.Provide appropriate soffit ventilation at overhangs. ROOF SHEATHING
Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES STRUCTURAL PANELS 4'PERIMETER EDGE ZONE•16"O/C.6
AT PANEL
EDGES AND AT INTERMEDIATE SUPPORTS IN THE
GENERAL FOUNDATION NOTES 1.Plumbing subcontractor to be responsible for adhering to all appiicalble code and 8d PANEL FIELD I- 00
INTERIOR ZONE-16"O/C-6"AT PANEL EDGES AND 12" ti
safety requirements. gd AT INTERMEDIATE SUPPORTS IN THE PANEL FELD d to
1.General contractor to review plans,elevations,and details to determine Intended
heights of finished floor(s)above typical grade. 2.ff wall plates or joists are cut during the installation of plumbing fixtuires or
equipment ment es or joists
to tie during
back together. FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0" W .a ti
q p p 9 g o9 I PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
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2.All footings to rest on undisturbed soil.
r„
i GENERAL HVAC SYSTEM NOT
ES � � �
3.Provide'/"expansion joint material between all concrete slabs and abutting CEILING SHEATHING
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FELD
concrete or masonry walls occurring in exterior or unheated interior areas. 1.Mechanical subcontractor is responsible for adhering to all applicablle codes and O
safety requirements. WALL SHEATHING
Q Z CD
4.Concrete on 4"sand or gravel fill minimum,with 6x6-10/10 wire mesh reinforcing. STRUCTURAL PANELS 8d V EDGE ZONE-16"O/C-6"AT PANEL EDGES AND 12" O O
Interior slabs to be placed on 6 mil.stabilized polyethylene vapor barrier. 2.HVAC subcontractor to fully coordinate all system data and requiremients with the AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD r.:
INTERIOR ZONE-16"O/C-6"AT PANEL EDGES AND 12" Z
equipment supplier. 8d
S.Provide crawl space ventilation per total code requirements. AT INTERMEDIATE SUPPORTS IN THE PANEL FELD
3.HVAC subcontractor to provide final system layout drawing and submit it to general FIBERBOARD PANELS 7/16" 6d 3"EDGE 16"FIELD co
6.General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval. 25/32" 8d 3"EDGE 16"FIELD
GYPSUM WALLBOARD 5d COOLERS 7"EDGE 110"FELD
between all wood surfaces that are exposed to concrete or masonry surfaces.
7.Damppmcf exterior of foundation with a bituminous coating as per code and soil RM EDGES
E
NEW CODE HARDBOARD AT INTERMEDIATE SUPPORTS IN THE PAL FIELD
12"
' I GENERAL WIND PROTECTION CONNECTION NOTES i 8d INTERIOR ZONE-16"O/C-6"AT PANEL EDGES AND 12"
conditions _ - AT INTERMEDIATE SUPPORTS IN THE PANEL FELD
Adapted from Standard for Hurricane Resistant Residential Constructiion;SSTD 10-99
and 1995 SBC High Wind Edition Wood Frame Construction
1 GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction FLOOR SHEATHING •
STRUCTURAL PANELS-1 OR LESS 8d 6"EDGE/12"FIELD
' 1.Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A continuous load path between footings,foundations wails,floors, studs and roof
framing shall be provided. TABLE 3A 'TABLE 3.7
2.All interior walls to be covered with'Am gypsum board with metal comer reinforcing. 1995 SBC HiGH WIND EDITION WOOD 1995 SBC HiGH WIND EDITION WOOD FRAME "r 0
Tape,float,and sand(3 coats). 2.Approved connectors,anchors and other fastening devices not inclluded in the 'FRAME CONSTRUCTION MANUAL CONSTRUCTION MANUAL L
Standard Building Code,Table 2306.1 shall be installed in accordance with RAFTER SPACING 16"OiC RAFTER SPACING 16"O/C F
3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board manufacturer's recommendations. 120 mph FASTEST WINDSPEED ROOF PITCH ROOF SPAN
at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber
requires 2 layers of 618",fire rated gypsum board. 3.Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or 12 20 28 36
ROOF ROOF NUMBER 3:12 5 8 11 14 j� Cam'. f "' '}%:IN, t
subject to salt corrosion In costal areas,shall be stainless steel or hot dipped -'t_
PITCH SPAN (ft) OF NAILS 4:12 4 s 8 11
4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. `'.• . �.�•I _r
resistant gypsum board,or wall tile set on wonderboard or equal. 4:12 12 3 5:12 3 5
4.Where windows and doors Interrupt wood structural panel sheathing and siding, 16 4 7:12 3 a 5 6 t r
framing anchors or connectors shall be provided at the top and bottorm of cripple 20 5 9:12 3 3 4 i+r5 } ;
DESIGN LOAD CALCULATIONS 24 6 12:12 3 3 3 a ;a `.', ►� i
studs,header studs,and at least one stud at each side of opening.
26 7
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS pbsf) 5.Rid a stra shall be attached to each air of o osin rafters exce t where collar 32
EXTERIOR BALCONIES 60 g p PP g p "
ties of 1 x6 or 2x41umber is located in upper third of attic space and attach to each pair 5:12 12 ` •` '" "'4�'a•
DECKS 40 of rafters. 16 4
ATTICS WITHOUT STORAGE 30 6.Uplift connectors shall be provided at each rafter bearing. i 20 4 �V
ATTICS WITH STORAGE 40 24 5P-4
ROOMS(OTHER THAN SLEEPING ROOMS) 40 7.Floor to floor hold-downs to be provided every 48,and every 16"VAthin 4'of exterior 28 6 J
SLEEPING ROOMS 30 comers. 32 7 NG SOUTHOLD BUILDI DEPARTMENT CRITERIA
36 7 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S.
CRITERIA FOR CALCULATION OF DEAD LOAD 8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 6:12 12 3 USE DWELLING UNIT-SECTION 310.310.2
with anchor bolts having a min.bolt diameter of 5/8"and 3"x 3"x 1/18"washers. A 16 3 2 HEIGHT NIA
FT.ACTUAL WEIGHTS MATERIALS REA.I.A. minimum of one anchor bolt shall be provided within 6 to 12 inches oaf each end of 20 4 FIRE AREA s SQ.CONS
DECK AREA
ARCHITECTURAL GRAPHIC STANDARDS 3 TYPE OF CONSTRUCTION WD FRAME CONSTRUCTION
each plate. Anchor bolts shall have a minimum embedment of 7 Inches in concrete/ 24 5 OO 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-199' HIGH WIND EDITION WFCM
masonry foundations. Anchor bolts shall be located within 12 inches of comers and at 28 5 5 FRAMING ELEMENTS SEE DECK PLANS AND SECTIONS
SNOW spacing not exceeding 4 feet on center. 32 6 6 DESIGN LOAD CALCULATIONS PAGE 2
GROUND SNOW LOAD 45 lbs. 36 7 7 WINDOW AND DOOR SCHEDULE N/A
7:12-12:12 12 2 8 LOAD PATH SEE SECTION PAGE 1
SEISMIC THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY'ARE NOT 20 4 16 3 9 NAILING SCHEDULE PAGE 2
10 EGRESS NIA � �(
DESIGN CATEGORY B SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 11 PLUMBING RISER DIAGRAM N/A C 24 4
GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 28 5 12 FIRE PROTECTION NIA
WIND GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 32 6 13 TRUSS DESIGN DRAWINGS INA W L,
WIND SPEED 120 mph 36 6 14 ENERGY CALCULATIONS N/A ¢ C
EXPOSURE CATEGORY IB D-
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