HomeMy WebLinkAbout49533-Z oe souryo`o Town of Southold
* * P.O. Box 1179
�0 53095 Main Rd
ol��DUNTI� Southold, New York 11971
CERTIFICATE OF OCCUPANCY,
No: 46571 Date: 10/11/2025
THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE
Location of Property: 3915 Stillwater Ave Cutchogue, NY 11935
Sec/Block/Lot: 137.-1-5.1
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/23/2023
Pursuant to which Building Permit No. 49533 and dated: 07/31/2023
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:
Accessory cabana with trellis and outdoor shower as applied for.
The certificate is issued to: Daniel Katcher,Michal Katcher
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 49533 03/11/2024
PLUMBERS CERTIFICATION:
uth ri d ignature
ems " TOWN OF SOUTHOLD
�o�SUFfat��o BUILDING DEPARTMENT
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' TOWN CLERK'S OFFICE
NJ
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49533 Date: 7/31/2023
Permission is hereby granted to:
Zoumas, loannis
2050 North Country Rd
Wading River, NY 11792
To: Construct accessory cabana with pergola at existing single family dwelling as applied
for, with Trustees #10337 and DEC approvals.
At premises located at:
3915 Stillwater Ave, Cutchogue
SCTM #473889
Sec/Block/Lot# 137.-1-5.1
Pursuant to application dated 6/23/2023 and approved by the Building Inspector.
To expire on 1/29/2025.
Fees:
ACCESSORY $230.00
CO-ACCESSORY BUILDING $50.00
Total: $280.00
Building Inspector
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Town Hall Annex Telephone(631)765-1802
54375 Main Road
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P.O.Box 1179 G
Southold,NY 11971-0959 �p • �o Jamesh _southoldtownny.gov
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: loannls Zoumas
Address: 3915 Stillwater Ave city:Cutchouge st: New York zip: 11935
Building Permit#: 49533 Section: Block: Lot:
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Yannucci Electric Electrician: Vincent Yannucci License No: 50592-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1 st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 1 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO2 Detectors
Sub Panel 100a A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors.
Disconnect Switches 6 4'LED Exit Fixtures 11 Sump Pump
Other Equipment:
Notes:
POOL HOUSE / OUTDOOR BBQ
Inspector Signature: M5 Date: March 11, 2024
3915stillwaters ave
4 -
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Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 �-
Southold,NY 11971-0959
D
U V BUILDING DEPARTMENTD D ; D TOWN OF SOUTHOLD
SEP 3 0 2024
rJUMI G DEFT-
TS�'bYi�,��S 'G'1�]i�OI•'.
.,CE.R-TI.FICATLON
Date: _I
Building Permit No.4'/
Owner:
(Please print)
Plumber: s� D.v. -
(Please prit )
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this
day of mW 1 20 a4
No Public,_
MARYLOUISE GAMBEJWA
NOTARY PUBLIC STATE OF YORK
SUFFOLK COUNTY
LIC.#01 GA6221527
COMM.EXP.05/03/2026
ho,XpF SOUTH,°�
# # TOWN OF SOUTHOLD BUILDING DEPT.
°`ycourm N�' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL i m
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
Lam,
1
DATE INSPECTOR
o��OE SOUTyo! . �533 3 1 l J 5 t `1 ujaw Rue,
# f TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
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REMARKS: Pod U-6 e,
DATE "�J a3 INSPECTOR
OF SO(/r�o�
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycou�me�' 631-765-1802
INSPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[%,j'-F- R AMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL
REMARKS: ,
DATE INSPECTOR
qiS 33 31!S 6f,'tf wct-+er AA)e-
TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION tious
PRE C/O [ ] RENTAL
REMARKS: L00 I - p-
DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION(1ST)
------------------------------------
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FOUNDATION (2ND)
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INSULATION PER N.Y. y
STATE ENERGY CODE
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ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502 hgps://www.southoldtgmM.gov
Date Received
APPLICATION FOR BUILDING PERMIT
iz-; r--k'.
For Office Use Only
JUN 2 3 2023
PERMIT NO.-4q!�-3-3 Building Inspector:
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:06/21/2o23
OWNER(S)OF PROPERTY:
Name:Michal Katcher -5.1
Project Address:3915 Stillwater Ave.--CutChogue,_NY 11935
Phone#:917-273-1787 Email:katcherm@gmaii.com
Mailing Address:422 East 72 Street, Apt. 29C, NYC,.NY 10021
CONTACT PERSON:
Name:Jonathan Paetzel, Landscape Architect—
Mailing Address:PO Box 478 Mattituck, NY 11952
.Phone#:631-20972410 Extension- 2# Email:jonathan@molastudio.com
DESIGN PROFESSIONAL INFORMATION:
Name:Robert Higgins Architect-.--------,
Mailing Address:50 Hidden Acres Path Wading-River, NY 11792
-------------
Phone#:631-208-3351 Email:Rarchibob9aol.cpT-
CONTRACTOR INFORMATION:
N I ame:JNS.PevelopTent
Mailing Address:256 NY-25A Wading River,_NY 11792
Phone#:631-929-5500 Email:steve@inshomes.com
DESCRIPTION OF PROPOSED CONSTRUCTION
igNewStructure ElAddition ElAlteration E]Repair ODemolition Estimated Cost of Project:
Elother $120,000
Will the lot be re-graded? E]Yes W No Will excess fill be removed from premises? E]Yes WNo
PROPERTY INFORMATION
Existing use of property:Residential Intended use of property:Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
Single Family Residential R-40 this property? ❑Yes BNo IF YES,PROVIDE A COPY.
8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code.APPUCAMON 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,Suffeik,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,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(s)for necessary inspections.False statements made herein are
punishable as a pass A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print name):Michal Katcher ❑Authorized Agent BOwner
Signature of Applicant: v _ l Date. 06/21/2023
STATE OF NEW YORK)
SS:
COUNTYOF Nevv
N4 T y�`e r 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/her knowledge and belief;and .
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
02 day of '3y r--� ,20_�L
Not Public
Roseann LoCascio
Notary Public, State Of New York
PROPERTY OWNER AUTHORIZATION No. OIL00008947
Qualified in Fling County
(Where the applicant is not the owner) Commission Expires 06/02/20_:�_Z
I, B -( C�ak. kA-0LCr residing at 422 Gv 3 f 4 2 S , IV4 C� tv y
do hereby authorize 4 Ama " to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
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Owner's Signature Date
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Print Owner's Name
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BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
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PERMIT NO. 10337 DATE: MARCH 15,2023 I m'
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°dy 444 � I 9Bfj,0
ISSUED TO: MICHAL&DANIEL KATCHER
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PROPERTY ADDRESS: 3915 STILLWATER AVENUE, CUTCHO_ GUE '
' F ` SCTM# 1000-137-1-5.1
s�ti4� AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and
accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 15,2023, and in
consideration of application fee in the sum of$250.00 paid by Michal & Daniel Katcher and subject to the
a Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits I,• y
1
the following: I
Wetland Permit to construct an 801sq.ft. (18'x44.5') in-ground pool with spa(5'xll'); install a fig<
�! surrounding 1,137sq.ft. pool patio; construct a 120sq.ft. (6'x20') cabana with '/Z bath and P: ,
'I unfinished pool storage space that is to be serviced by underground electric from dwelling and j
1 the bathroom connected to existing I/A OWTS system; install an outdoor shower against r
,l a� I cabana; install an 8' diameter drywell to contain runoff for cabana, outdoor shower and patio;
nV construct a f205sq.ft open-air pergola attached to cabana; install an underground drainage ?``
4 existing concrete ramp/slab to be removed in the area
'i pool for pool backwash; 280sq.ft. of
0 1 4
landward of the existing 20' wide non-turf buffer area with the rest located inside the buffer to i
?r remain; install approximately 430 linear feet of perimeter fencing with gates; install a
combination of landscape vegetation and lawn to occupy the area landward of the non-turf r ,
a buffer; and install some vegetation within the established 20' wide non-turf buffer area; and as ! $'
depicted on the site plan prepared by Robert A. Steele,LPE, last dated March 14,2023,and
q, stamped approved on March 15, 2023. F a;
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and
these presents to be subscribed by a majority of the said Board as of the day and year first above written.
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Glenn Goldsmith,President q Sol Town Hall Annex
V� ®
A.Nicholas Krupski,Vice President 54375 Route 25� �® P.O.Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly coy Telephone(631) 765-1892
Elizabeth Peeples 0 Fax(631) 765-6641
cOUNT�,�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
#2132 C Date: May 30,2024
THIS CERTIFIES that the construction of an 801sq ft (18'x44 5')in-around pool with spa WxI 1');
installation of a surrounding 1137sq ft pool patio•construction of a 120sq ft.(6'x20')cabana with''/Z bath and
unfinished pool storage space that is to be serviced by underground electric from dwelling and bathroom connected
to existing VA OWTS system; installation of an outdoor shower against cabana;installation of an 8'diameter
dawell to contain runoff for cabana outdoor shower and patio,•construction of a+/-205sq.ft.open-air pergola
attached to cabana-,installation of an underground drainage pool for pool backwash-,removal of 280 sq.ft.of existing
concrete ramp/slab in the area landward of the existing20'wide non-turf buffer area with the rest located inside the
buffer to remain,•installation of approximatey 430 linear feet of perimeter fencing with gates,installation of a
combination of landscape vegetation and lawn to occupy the area landward of the non-turf buffer;and installation of
some vegetation within the established 20'wide non-turf buffer area.
At 3915 Stillwater Avenue,Cutchogue
Suffolk County Tax Map#1000-137-1-5.1
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated January 25,2023 pursuant to which Trustees Wetland Permit#10337
Dated March 15,2023,was issued and conforms to all of the
requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is for the construction of an 801sq.ft.(I8'x44.5')in-ground pool
with spa 5'xl 1')•installation of a surroundingl 137sq ft Rool patio:construction of a 120sq.ft.(6'x20')cabana
with%bath and unfmished pool storage space that is to be serviced by underground electric from dwelling and
bathroom connected to existing I/A OWTS system' installation of an outdoor shower against cabana;installation of
an 8'diameter drywell to contain runoff for cabana outdoor shower and patio:construction of a+/-205sa.ft.open-
air pergola attached to cabana;installation of an underground drainage pool for pool backwash,•removal of 280 sa.ft.
of existing concrete ramp/slab in the area landward of the existing20'wide non-turf buffer area with the rest located
inside the buffer to remain,• installation of approximately 430 linear feet of perimeter fencing with gates;installation
of a combination of landscape vegetation and lawn to occupy the.area landward of the non-turf buffer;and
installation of some vegetation within the established 20'wide non-turf buffer area.
t
The certificate is issued to MICHAL&DANIEL KATCHER owners of the aforesaid property.
Authorized Signature
f 9
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-02770
,
PERMIT
Under...the.Environmental::Conservaton_Law. .CI; _..........
_._.,
Permittee and.Facility Information
Permit Issued To: Facility:
IOANNIS ZOUMAS ZOUMAS PROPERTY
2050 N COUNTRY RD 3915 STILLWATER AVE1 1000-137-01-5.001
WADING'RIVER,NY 11792 CUTCHOGUE,NY,11935
Facility Application.Contact: ,
CHRISTOPHER F DWYER
LK McLean Associates PC
437 S COUNTRY RD
BROOKHAVEN,NY 11719
(631)286-8668
Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: CUTCHOGUE
Facility Principal Reference Point: NYTM-E: 712.747 NYTM-N: 4543.32
Latitude: 41°00'48.0" Longitude: 72°28'11.9"
Authorized Activity: Replace the existing house,septic system,garage and other associated structures
with a new house and associated patios;pool,garage,driveway-and I/A.OWTS all as shown on the'
attached plans prepared by L.K.McLean Associates P.C.,sheets Cl,dated April 2021,S1 last revised
7/26/21,and S2 dated January 2021,all stamped"NYSDEC Approved" on.8/11/2021.
Permit Authorizations
Tidal Wetlands-Under Article 25
Permit'ID l-473 8-02770/00002
New Permit. Effective Date: 8/11/2021 Expiration Date: 8/1012026_
NYSDEC Approval
-By acceptance of this permit,the permittee agrees that the permit is contingent upon strict
compliance with the ECL,all applicable regulations;and all conditions included as part of this
permit.
Permit Administrator:KEVIN A KISPERT,Deputy Permit Administrator
Address: NYSDEC Region 1 Headquarters
SUNY @a Stony Brookj50 Circle Rd
Stony Brook,NY 1179;Q 3W
Authorized Stgnature:
... .:.. : ....
Page 1 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION law
Facility.DEC ID 1-4738702770
<.
Distribution List
CHRISTOPHER F DWYER,
Marine Habitat Protection
KEVIN A KISPERT
'Permit Components
NATURAL RESOURCE PERMITCONDITIONS
GENERAL CONDITIONS,APPLY TO ALL•AUTHORIZED PERMITS.
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
Permit Attachments
Site Plan 7/26/2021
_... _
NATURAL RESOURCE PERMIT CONDITIONS-Apply to.the Following
_. ._.. ............. ......... ._..................:......._,., Permits:..TIDAL WETLANDS...
1. Conformance With.Plans All activities authorized by this permit must be in strict conformance
with the approved plans submitted by the applicant or applicant's agent as part of the permit application,
Such approved.plans were prepared by L.K.McLean Associates P.C.,sheets C 1,dated Apri12021,S 1
last revised 7/26/21,and S2 dated January 2021,all stamped"NYSDEC Approved"on 8111/2021.
2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee
and contractor shall sign and return the top portion of the enclosed.notification form certifying that they
are fully aware of and understand all.terms and conditions of this permit.,Within 30 days of completion
of project,the bottom portion of the form must also be signed and returned,along with photographs of
the completed work.
3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous
location on-the worksite and adequately protected from the.weather.
4. Tree Clearing The proposed project is within the 1.5 mile buffer from an acoustically detected
summer occurrence of the Northern long-eared bats.To avoid a"take"of this species which is listed as
"threatened"by both New York State and the US Fish& Wildlife Service,the clear cutting of trees is
prohibited between March Ist and November 30th of an calendar year.
Page 2 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-02770
5. Concrete L6achate.During construction,no wet or fresh concrete or leachate shall be allowed to
escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete
trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or
waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms.
6. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from
construction of this project shall be completely removed from the adjacent.area(upland)and removed to
an approved upland area for disposal. No debris is pernvitted in wetlands and/or protected buffer'areas.
7. Materials Disposed at Upland Site Any demolition debris,excess construction materials,and/or
excess excavated materials shall be immediately and completely disposed of in an authorized solid
waste management facility.These materials shall be suitably stabilized as not to re-enter any water
body,wetland or wetland adjacent area.
S. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal
wetlands oz'protected buffer areas as a result of the permitted activities.
9. Storage of Equipment,Materials The storage of construction equipment and materials shall be
confined within the project work area and/or upland areas greater than 75 linear feet from the tidal
wetland boundary.
10.' Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be
stabilized with appropriate vegetation(grasses,etc.)immediately following.project completion or,prior
to permit expiration,whichever comes first. .If the project site remains inactive for more than 48 hours
or planting is impractical due to the season,then the area shall be stabilized with straw or hay inulch or
jute matting until weather conditions favor germination.
11. Clean Fill Only All fill shall consist of clean sand, gravel,or soil(not asphalt,slag,flyash,broken
concrete or demolition debris).
a Department Jurisdiction The department retains jurisdiction of all regulated lands-where fill has
been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional
_area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions
of 6 NYCRR Part 661.
13: Install,Maintain Erosion Controls Necessary erosion control measures,i.e., straw bales,silt
fencing, etc.,are to be placed on the downslope edge of any disturbed area. This sediment barrier is to
be.put in place before any disturbance of the ground occurs and is to be maintained in good and
functional condition until thick vegetative cover is established.
14. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum
of 100 linear feet landward of the tidal wetland boundary.
15. No Pool.Discharges to Wetland There shall be no draining of swimming pool water directly or
indirectly into wetlands or protected buffer areas.
16. Driveway/Parking Area of Pervious Material. Driveway-and parking areas shall be constructed
of NYSDEC-approved pervious materials.
Page 3 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility'DEC ID'1-4738-02770
17. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems(VA OWTS)Septic
Systems This permit authorizes the installation of any models of I/A OWTS septic system which have
received the approval of the Suffolk County Department of Health Services(SCDHS). If SCDHS
rescinds its approval of one or more ofthese models.during the'term of this permit,DEC will no longer
approve new installations of that model.The list of I/A OWTS systems which have received approval by
SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at:
Overview of Provisionally Approved.Technologies.
18. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems(I/A
OWTS) The permittee must maintain,service and repair.the installed I/A OWTS in-accordance with
the maintenance schedule set forth in the Suffolk County Department of Health Services(SCDHS)
permit issued for the system.
19. Dewatering Discharge Regardless of the dewatering method employed(wellpoint system, `
"mudsucker"pump,other)and the point of discharge(direct to.surface water or into storm drain), it is
the permittee's responsibility to ensure that the discharge does not visibly increase the turbidity of-the
receiving water body or result in the scour or erosion of the bed or banks of the receiving waterbody.
Appropriate measures such as the use of geotextile filter bags to remove solids from the discharged
water and the use of a diffuser or other energy dissipator to prevent bottom scour must be used.
zo. Dewatering Permit If dewatering is conducted using a well point system with a collective capacity
(i.e.pump capacity)greater than 45 gallons per minute,,or if dewatering is conducted without the use of
wellpoints,but the rate of pumping will exceed 100,000 gallons per day as averaged over a 30-day
period,a Long Island Well Dewatering Permit,or a Water Withdrawal permit respectively,is required
prior to dewatering.
21. Contain Exposed,Stockpiled Soils All disturbed.areas where soil will be temporarily exposed or
stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt
curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the
wetland or protected buffer area. Tarps are authorized to supplement these approved methods.
22. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional
condition until the project has been completed and the area has.beeri stabilized.
23. State Not Liable for Damage The State of New York shall;in no case be liable for any damage or
injury to the structure or work-herein authorized which may be caused by or result from future
operations undertaken by the State for the conservation or improvement of navigation,or for other
purposes,and no claim or right to compensation shall accrue from any such damage.
Page 4 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 14738-02770
t
24. State May Order Removal or Alteration of Work If future operations by the State of New York
require an alteration in the position of the structure or work herein authorized,or if, in the opinion of the
Department of Environmental Conservation it shall cause unreasonable obstruction to the free
navigation of saidwaters or flood flows or endanger the health,safety or welfare of the people of the
State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the
Department to remove or alter the structural work,obstructions,or hazards caused thereby without
expense to the State,and if,upon the expiration or revocation of this permit,the structure,fill,
excavation,or other modification of the watercourse hereby authorized shall not be completed,the
owners,shall,without expense to the State,and to such extent and in such time and manner as the
Department of Environmental Conservation may require,remove all or any portion of the uncompleted
structure or fill and restore to its former condition the navigable.and flood capacity of the watercourse.
No claim shall be made against the State of New York on account of any such removal or alteration,
25. State May Require Site Restoration If upon the expiration or revocation of this permit,the
project.hereby authorized has not been completed,the applicant shall,,without expense to the State,and
to such extent and in such time and manner as the Department of Environmental Conservation may
lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its
former condition. No claim shall be made against the State of New York on account of any such.
removal or alteration.
26. Precautions Against Contamination of Waters All necessary,precautions shall be taken to
preclude contamination of any wetland or waterway by suspended solids, sediments,fuels,solvents,
lubricants,epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials
associated with the project.
'GENERAL CONDITIONS-Apply to ALL Authorized Permits:
1. Facility Inspection by The Department The permitted site or facility, including relevant records,
is subjeci,to inspection at reasonable hours and intervals by an authorized representative of the
Department of Environmental Conservation(the Department)to determine whether the permittee is
complying with this permit and the-,ECL. Such representative may order the work suspended pursuant
to ECL 71-0301 and SAPA 401(3)..
The permittee shall provide a person to accompany the Department's representative during an inspection
to the permit area when requested by the Department.
A copy of this permit, including all referenced maps,drawings and special conditions,must be:available
for inspection by the Department at all times at the project site or facility. Failure to produce a copy of
the permit upon request by a Department representative is a violation of this permit.
2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly
provided for,by the Department, issuance of thus permit does not modify,supersede or rescind any order
or determination previously issued by the Department or any of the terms,conditions or requirements
contained ih such order or determination.
Page 5 of 7
q �< BUILDING DEPARTMENT- Electrical Inspector
�G TOWN OF SOUTHOLD E C E Q U E
t i Town Hall Annex - 54375 Main Road - I ox 1179
Southold, New York 11971-0 rrTT 2 4 2023
Telephone (631) 765-1802 - FAX (631 5-9�D2
iameshCc southoldtownny.gov — seand(cDsoutholdtownny.gov
Building Department
APPLICATION FOR ELECTRICAL INSPECTION Town of Southold
ELECTRICIAN INFORMATION (All Information Required) Date: 10/20/23
Company Name: Yannucci Electrical Services, Inc
Electrician's Name: Vinny Yannucci
License No.: 50592-ME Elec. email:vinny@yeselectricalinc.com
Elec. Phone No: 631-258-7324 01 request an email copy of Certificate of Compliance
Elec. Address.: PO Box 638 Shoreham NY 11786
JOB SITE INFORMATION (All Information Required)
Name: KatcherResidence
Address: 3915 Stillwater Ave Cutchogue, NY 11935
Cross Street: Track
Phone No.:
Bldg.Permit#: 46)6-3 email:
Tax Map District: 1000 Section: Block: 1 Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Pool House
Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES ❑ NO ❑✓ Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES FVJ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN
Additional Information:Pool Hosue
PAYMENT DUE WITH APPLICATION # [00
0-a�f-06
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
4? Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
`r Telephone (631) 765-1802 - FAX (631) 765-9502
iamesh@southoldtownny.gov — seandasoutholdtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 01.25.2024
Company Name: Yannucci Electrical Services, Inc.
Electrician's Name: Vincent Yannucci
License No.: 50592-ME Elec. email:vinny@yeselectricalinc.com
Elec. Phone No: 631.258.7324 [D I request an email-copy of-Certlficate-of Coy��pliance
Elec. Address.: PO Box 638 Shoreham NY 11786
JOB SITE INFORMATION (All Information Required)
Name:
Address: 3915 Stillwater Ave Cutchogue, NY 11935
Cross Street: Track Ave
Phone No.:
Bldg.Permit#: Lt q.633 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Outdoor BBQ ����
FEE $100
Square Footage:
Circle All That Apply: I
Is job ready for inspection?: ❑ YES [:] NO ❑Rough In Final
Do you need a Temp Certificate?: ❑ YES RV NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect[]service Reconnect❑Underground❑Overhead
# Underground Laterals 1 FJ2 H Frame D Pole Work done on Service? Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION I I�5`2� � � l b�erD
10 Sq 1-4Z 4 100 as a-/q
BUILDING DEPARTMENT- Electrical Inspector
a�, ►� V TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
Iamesh southoldtownny gov — seand(Dsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 01.25.2024
Company Name: Yannucci Electrical Services, Inc.
Electrician's Name: Vincent Yannucci
License No.: 50592-ME Elec. email:vinny@yeselectricalinc.com
Elec. Phone No: 631.258.7324 G I request an email copy of Certificate of Compliance
Elec. Address.: PO Box 638 Shoreham NY 11786
JOB SITE INFORMATION (All Information Required)
Name: —XOCL zOlcVV[6�
Address: 3915 Stillwater Ave Cutchogue, NY 11935
Cross Street: Track Ave
Phone No.:
Bldg.Permit#: 4.533 email:
Tax Map District: 1000 Section: ) Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Outdoor BBQ -POO i . 40CL tom,
FEE $100
Square Footage:
Circle All That Apply: 1 k15 to1 oZ�
Is job ready for inspection?:. ❑ YES ❑ NO ❑Rough In Final
Do you need a Temp Certificate?: ❑ YES 0 NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals M 1 2 H Frame Pole Work done on Service? MY N
Additional Information:
PAYMENT DUE WITH APPLICATION I I25t2�4 fi�a►�ok i b�''
rLc� l OLo �`�2
1 00 rcc,,* I 04;��J9
PERMIT 0 Address:
Svvitches�
Outlets
GFI's
Surface
Sconces Y 1
H H's t l
UC lts
Fans Fridge HW
Exhaust Oven WAD
Smokes DW Mini
=arbon / Micro Generator
1
-ombo Cooktop Transfer
aC AH Hood Service
Amps Have Usec
.pedal:
:omments
-. =__iK
BUILDINGS:
�
E 2
EXISTING STORY RESIDENCE
PROPOSED POOL CABANA
t J ci
ZONING
R-40 (RESIDENTIAL)
SITE DATA:
SCTM 1000-137.00-01.00-005.001 �+
' PROPOSED PERIMETER FENCE
SITE AREA: 0.751 ACRE (AOg LF) ~.,
SURVEY NOTES: L
I. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. PROPOSED TION CAPE
vEGETATON
(IYP.)
2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. ., 1,6.
17,
3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. <, ,:\ �.' F� O
4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A EXISTING CONCRETE SUB TO BE �r \ \'�i rJ. `• e -
gLenG
VIOLATION OF SECTION 7209, SUBDIVISION 2. OF THE NEW YORK STATE EDUCATION LAW. REMOVED u9owARo OF z0'
5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S BUFFER AREA
FF)
'EMBOSSED" OR 'INKED'SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES.
B. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING �]p \ \ EXISTING GRavEL AREA TO
CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND .. REMAM hq _
SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON � � - `P� ..
HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO ;'Y�IL FOR_'4 /� ��' � ve
THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS DRYwELL roR'rIOOF RUNOFF I y� \`\� �•\ -OR SUBSEQUENT OWNERS. / \ - \ \ \.J` \ _ -
7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. �1\ !'1� r \ - 1 8,,*\ \ EXIST)
MASONRY PATIO ro ,
8. THE SURVEY CLOSES MATHEMATICALLY. D,_J• kj n \ .� - REMAIN
3 /
\ /ate\� '.
FOPROPOSED R POOL BACNWASSHH _ % \ PROPOSEO\TALL LOCATION M A P
\\\ CO PROPOSED POOL D BLEN SOD
POPOSED S EPPING STONESROEGRASS SCALE: 1"=500't
R O \ e a� C\ y0•
EQUIPMENT \\ \ SET ON SAND WITH SELF
CLOSING GATES D 250 590
Fael
\ �'iCmC �•� �;� - - - -",:� ` ��i \ 'PROPOSED —
`�j ✓ ti q� C d v \ OUTDL�R SHOWER VEGETATED NON-TURF BUFFER
po ; \WITH NATIVE VEGETATION
DEPTH GRADE \ 'C/. .�/ 9 �c. J O \�so 1\I / \� { AROVE"'
- --T
14.90'DARK BROWN LOAM OL v, !L b O \ ^ $ram � gtCfpr R g
1, ( ) `�\v It / �' \ O'fhbO �' ! lr 6$ ] A® 7 eve
N/F �> i4 !1q,A / tf
BROWN SILTY SAND (SM) V - %' c
d BOARD� � T
MILDRED DAVID ✓// �'�s G'p+S� '�' L. / /� p
ES
DEVELOPED R cs° -` TOWN
j� (�s,�y. {3 ^5F- E pp�.�
} 12.90' PUBLIC WATEP. S O ��� V 3 SO b�.�£ �f V'!�/
OOy,''r: PROPOSED LOCATION FOR ---
PALE BROWN FINE SAND (SP) 'Pf0 /// _ (nLL�u RELOCATED DRTWEU.FOR PATIO. y�.-.,YJ ��• - •`'+ ` V' N/F S OF DRAINS h OUTDOOR I, ]A y�6���J.
JOYCE E DEwAAL J"'e �•�r,ICJ�r(.T �� ���
DEVELOPED
A IPROPOSED SELF PROPOSED PUBLIC WATER
CLOSING GATES
y . OPEN-aIR PERGOU ~���v
�() AeF
1 '?T�', 1.30'(HIGHEST EXPECTED GROUNDWATER) ,: Y 0 (205 SF)
0.
o
O_ WATER IN PALE BROWN FINE SAND(SP) { 1\
/ ' A
S
c TEST HOLE BY MCDONALD GEOSCIENCE- 12/07/21 a `oJ LEGEND
PROPERTY LINE
TEST HOLE ��' ——— UNE OF 51GHT
N.T.S.
.3 EXISTING CONTOUR
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE
U.G.ELECTRIC SERVICE
PROPOSED Y PIPE
\ V PROPOSED U.G.EL
C
\ J —.--- PROPOSED U.G.WATER SERVICE
U _ .. .. ..
�J6\ I1 EXISTING Wo LEACHING POOL '
CO
T, TEST HOLE LOCATION
PROPOSED LANDSCAPED AREA
-e
NATIVE VEGETATION BUFFER AREA
\ \ � EXISTING GRAVEL AREA '.,,I:I.• � ...
W000 PILES
UTILITY MANHOLE _
WATER METER
IL WELL
B GUY WIREU j�
FLAG POLEVt1 -
a
GAS METER
CONIFEROUS TREE Q G�
`.
3 / / ! `I` `
3/14/23 FP AS PER COMMENTS FROM TOS TRUSTEES
� DECIDUOUS TREE
DATE BY DESCRIPTION APPROV. BY
J9/ CONIFEROUS SHRUB l� �� '1�
l/ UTILITY UGHT POLE h REVISIONS
I/OLITfPOLE 3915 STILLWATER AVENUE
j` ELECTRIC METER CUTCHOGUE NY 11935
ROUND DRAIN INLET
OVERHEAD WIRES
UNDERGROUND GAS -�\ ,; PROPOSED SWIMMING POOL & CABANA
_ -7.397
�`-
O U SpP SANITARY VENT
\\ rb° SANRARYCLEANOU `F S f PROPOSED SANITARY PLAN
/ EXISTING HYDRO-ACTION AN-500 I/A OWfS `'��--
L. K. McLEAN ASSOCIATES, P.C.
. EXISTING SAMPLING/DISTRIBUTION MANHOLE
V -. \�I' INSTALLED TO EXISTING GRADE ELEVATION) CONSULTING ENGINEERS +37 9011TN COVNTILY RD..BROOKHIYEN.NEW TORN 11719
3 SITE PLAN Sheet No.
V EXISTING SANITARY LEACHING POOL v Designed By: MF/CFD Scvle: AS NOTED
v SCALE: 1"=40' ra iov ra awwww vcc+a.Tme.wm ns S l
�TKP�Ga>•�D�m�4LrsP� MF DRee: NOV. 2022
- o D 30 a0 �M�LLT�w M. ra Drawn By:
V L Fa+I ovnr+m o� „A a��,m t�m�+- Approved By: RGD Fle No. 20092.001
s.
I
FASTENING SCHEDULE
BASED ON TABLE R602.3 (1) NAILING SCHEDULE
9. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS DESCRIPTION NUMBER AND TYP SPACING AND
In combustible construction where there is usable space both above and below the concealed space OF FASTENER LOCATION
of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does LIVE DEAD
not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE USE LOAD LOAD ITEM ROOF FRAMING
GENERAL CONSTRUCTION NOTES. equal areas- Draftstopping shall be provided in the following locations: MINIMUM Uninhabitable attics without storage 10 4-8d BOX (2-1/2")OR
1. Ceiling is suspended under floor framing. inches 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL
1. All construction shall conform to the 2020 REesidential Code NEW YORK STATE. 2. Floor framing is constructed of truss-type open-web or perforated members. Uninhabitable attics with limited storage 20 10 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR
Bathtub with or without shower head 2 3-8d COMMON EACH JOIST,TOE NAIL
as adopted by New York State May 12, 202(0, ( Habitable attics&attics served with fixed stair 30 10 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-1 Od BOX 3 OR
Additional Code Compliance: 10. No backfill shall be placed against the foundation walls and/or whirlpool attachments 1-1/2 ( ")
2020 Energy Conservation Construction Colde of New York State, the until the first floor framing is in place or brace the foundation 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL
Bidet 1-14 Balconies(exterior)and decks 40 10 CEILING JOISTS ATTACHED TO PARALLEL
2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 4 SEE TABLE R802.5.2 FACE NAIL
11. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 RAFTER HEEL JOINT
Fuel gas code; Existing building code; PropEerty maintenance code. 1 p p pFire escapes 40 20 COLLAR TIES 4-10d BOX 3 OR
ALL CODES shall su ercede the drawings and shall be incorporated into the Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 5 ( )
p g p Guards and Handrails 200 OR 1-1/4"X 20 a RIDGE STRAP 3-1Od COMMON(3") FACE NAIL TO EACH RAFTER
drawings WHETHER they are indicated on the Plans or NOT. Floor drain 2
12. Metal flashing shall be installed were concrete abuts wood, Guard in-fill components 50 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND
Additions,Alterations&Renovations: shall+conform with Appendix J and were decks abut house framing. Kitchen Sink (one Or two traps, With or 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE
without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 OF EACH RAFTER OR TRUSS
2. Written Dimensions take precedence over:scaled dimensions 13. Install joi::t hangers at all flush structural load bearing conditions. Laundryone Or more compartments)tub ( P ) -
Rooms other than sleeping rooms 40 10 4-16d OR
3. The contractor prior to the start of constructtion shall verify all 14. All window and door headers to be 2-2xl0 unless noted otherwise. Lavato - Sleeping rooms 30 10 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-1 Od COMMON TOE NAIL dimensions,existing or new and be responsible for field fit. Shower (based On the total flow rate through 3-16dBOX OR ra END NAIL
15. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Stairs 40 20 2-16d COMMON
showerheads and bod s s
4. The mechanical systems,electrical systems, plumbing systems and solar energy systems, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping Y P Y
shall be installed in accordance under latest State approved Building Codes. area in the immediate vicinity of the bedroom and on each story of the dwelling, including Flow rate: Roof 20 20 WALL FRAMING
All systems are to be designed, installed, &:specified by the general contractors; HVAC, basement and cellars and not less than 3 feet from the bathroom door containing a 5.7 gpm and less 1-1/2
electrical or plumbing sub-contractors. bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. More than 5.7 m U to 12.3 m 2 8 STUD TO STUD NOTAT BRACED WALL PANELS 16d COMMON
Electrical certificates are to be provided the:electrical contractor. WHENEVER an alteration, addition,or conversion is made to an Existing Residence, gpm P 9P ( ) 16d x 0.162" 24"O.C.FACE NAIL
STUD TO STUD AND ABUTTING STUDS AT 16d BOX
the smoke detection system of the ENTIRE residence must be brought up to code, More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE 9 INTERSECTING WALL CORNERS AT BRACED W4LL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL L.L �-
5. All New Footings shall bear on Virgin, undiisturbed soil with an assumed bearing capacity hardwired and interconnected. More than 25.8 gpm Up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION 16d COMMON O
of 2000 pounds per square Foot. All Footiings shall be 36"below grade Minimum. It shall 10 BUILT-UP HEADER 3 1/2"x 0.162" 16"O.C. FACE NAILALONG EDGES
be the responsibility of the general contractorprovided to verify the depth of all existing footings 16. Carbon Monoxide Alarms: Shall be in accordance with Section 915 Rafters having slopes greater than 3112 with ( ) < W
of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area OR 4-Sd COMMON no finished ceiling attached to rafters L/180 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL
disturbed by construction. p p' g \
in the immediate vicinity of the bedrooms. combination carbon monoxide Interior walls and partitions H/180 12 TOP PLATE TO TOP PLATE
and smoke alarms shall be permitted in lieu of carbon monoxide alarms. 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL W
TABLE R401.4.1 subscript b: Where the btuilding official determines that in-place soils p L/36D
with an allowable bearing capacity of less Ithan 1,500 psf are likely to be present at the site, 8-16d COMMON 3-1/2"
FACE NAIL ON EACH SIDE OF END 7
the allowable bearing capacity shall be deffermined by a soils investigation. All CO alarms shall be connected to the lighting circuit with no intervening wall All other structural memebers L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH U W Z
switch with battery backup. Battery-powered alarms are not allowed. If- 6 DIAMETER -�I EACH SIDE OF END JOINT)(
6. Cast-in-place concrete shall be air entrained; 5% <7%total air content by volume and have Exterior walls with stucco finish H/36D
an ultimate compressive strength at 28 da)ys of 3000 psi. Except exposed slabs, 17. WALL BRACING: Buildings shall be braced in accordance with BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3 1/2")OR 16"O.C. FACE NAIL
n 60 4 Continuous sheathing method.
Exterior walls-wind loads/brittle finishes L/240 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL
slabs and steps shall be 3500 psi.', All work shall be in accordance with chapter 4, section R 2.10. 2 n g "'
garage P P P '� CONSTRUCTION TYPE � J
All Concrete shall conform to the latest AC:I standards. End conditions for braced wall lines for the continuous sheathing shall conform rl
"I"', "II", "III", "IV", OR"V" Exterior walls-wind loads/flexible finishes L/140 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL to Figure R602.10.7. Braced wall panel connections OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL Reinforcement: Steel reinforcement shall comply with the requirements shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) L span length, H=span height
of ASTM A 615,A 706 or A 996. REFLECTIVE RED 16 TOP OR BOTTOM PLATE To STUD 3-16d BOX END NAIL L� O
Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), 18. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be PANTONE#187 2-16d COMMON
required reinforcement shall be in accordaince with Table R404.1.2(1)thru provided to transmit the applicable uplift forces in section R80211.1 from the TABLE R802.5.2 3-10d BOX v, U
R404.1.2(9). roof assembly to the foundation. RAFTER/CEILING JOIST HEEL CONNECTION 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2 16d COMMON FACE NAIL LO
L
Concrete basement foundations shall have:horizontal reinforcement as follows: 19. Wood Shingles: Wood shingles shall be installed in accordance with this chapter REFLECTIVE 'J`/ V BRACE TO EACH STUD AND PLATE 3 8d BOX r f
Based on R404.1.2(1) and the manufacturers instructions. Wood shingles shall be laid with a side lap not WHITE FIELD RAFTER RAFTER GROUND SNOW:20 PSF 18 2-8d COMMON FACE NAIL
Less than 8 foot Wall Height: One#4 bar iwithin 12 inches of the top of less than 11/2 inches(38 mm)between joints in courses, and two joints shall not be SLOPE SPACING co U
wall and One#4 bar near mid-height of wall. in direct alignment in any three adjacent courses. Spacing between shingles shall ROOF SPAN
be not less than 114 inch to 3/8 inch (6.4 mm to 9.5 mm). Weather exposure for y
:- w 12 FT 20 FT 28 FT 36 FT N
7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All wood shingles shall not exceed those set in Table R905.7.5(1). Fasteners for �.- o
Framing lumber shall be DOUG-Fir Larch 4#2 or better, E= 1,600,000 untreated(naturally durable)wood shingles shall be box nails in accordance DESIGNATION FOR STRUCTURAL a S'N
Min. Fb for dimensional lumber=850 psi. with Table R905.7.5(2). Nails shall be stainless steel Type 304 or 316 or COMPONENTS THAT ARE OF 1/2" NUMBER OF 16D COMMON NAILS o.� o E
Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. hot-dipped galvanized with a coating weight of ASTM A153 Class D (1.0 oz/ft2). TRUSS TYPE CONSTRUCTION STROKE FLOOR FRAMING °i Q7 °' 8 °
Including but no limited to: Deck Framing, (Posts, Headers, Girders&Ledgers. Alternatively,two 16-gage stainless steel Type 304 or 316 staples with 3: 12 16"O.C. 5 8 10 13 L.s E s �, : o
"F" FLOOR FRAMING INCLUDING 8.2 12 2,2 o u m >°
crown widths 7/16 inch (11.1 mm)minimum, 3/4 inch (19.1 mm)maximum, GIRDERS AND BEAMS 4: 12 16"O.C. 4 6 8 10 4 8d BOX 0 o Z o °
8. ALL EXTERIOR LUMBER Shall be ACQ/c(edar requiring the following: shall be used. Fasteners installed within 15 miles (24 km)of saltwater coastal 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL o ° °' o
a.) All Fasteners shall be Hot Dipped Gallvanized-ASTM A 153 class D areas shall be stainless steel Type 316. Fasteners for fire-retardant-treated "R" ROOF FRAMING 3 8d COMMON E 0) C @ o w w o
5: 12 16"O.C. 3 5 6 8 :�.�c o'� o `o N m � o
or stainless steel. shingles in accordance with Section R902 or pressure-impregnated-preservative-treated 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON �' a o `o.0 ;m m Y
b. Use Copper flashing Only against ACeQ Lumber Sill Plates shingles of natural) durable wood in accordance with AWPA U1 shall be stainless steel Type 316. "FR" FLOOR AND ROOF FRAMING 7: 12 16"O.C. 3 4 5 6 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C,TOE NAIL o 'm aY`o= 3°
pp g Y 9 9 Y yp oLin o 3 t c'E� 3 a
c.) All Structural connectors i.e.Simpson;strong-Tie or USP, etc Fasteners shall have a minimum penetration into the sheathing of 3/4 inch (19.1 mm). UNDER SECTION 602 OF THE BCNYS 2 10d BOX o o a o � a `m t
shall be Hot-Dipped Galvanized or Stainless Steel. For sheathing less than 3/4 inch in (19.1 mm)thickness, each fastener shall penetrate 9: 12 16"O.C. 3 4 4 5 23 BLOCKING TO JOIST EACH END o �, ° a� N ?
2-8d COMMON rn En._ - m"
through the sheathing.Wood shingles shall be attached to the roof with two fasteners per shingle, U, M,_E o s �,a w o
TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265,.4 12: 12 16"O.C. 3 3 4 4 t g y n 3
positioned in accordance with the manufacturer's installation instructions. 4-16d BOX a o ' o o 0 o
Fastener e.ka In shall bear a label indicating the appropriate rade material or coating weight. NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 24 BLOCKING To SILL OR TOP PLATE 3-16d COMMON TOE NAIL w o c.�-o Y Q) y.o iz a)
!E tP 9 9 99 g 9 0 2 c CL
THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE E2 2 in C0 f0 " c CU 'n
Applicant shall provide engineered wood placard 3-16d COMMON M= z-E ¢N in = m o
20. Flame Spread Index: R302.9 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL �, c a E �, n � 3 w `
on or adjacent to electrical meter box for field inspectioon. 4-1 od Box r o
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES wall and ce;i:n finishes shall have a flames read index<_200 LOCATED HIGHER IN THE ATTIC THE HEEL JOINT o 0 o = L = E
g p CONNECTION SHALL BE INCREASED AS FOLLOWS: H 8 in m F- m E EL.-o n
Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies type 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST
OF FOUNDATION MATERtIALS Residential structures with Truss t e construction,
&attics sha l have a flame spread index s 25 Pre-Engineered Wood Construction And/or Timber Comstrurtion 3-16d COMMON
H c / H r HEEL JOINT AJDUSTMENT FACTOR
CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration Z
Smoke-developed Index: R302.10 10d BOX 24"O.C.FACE NAIL TO TOP'&BOTTOM
Crystalline bedrock 12,000 psf < a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 27 BUILT-UP GIRDERS AND BEAMS 0
wall and ce!ing finishes having asmoke-developed index _450 1 / 3 1,5 STAGGERED ON OPPOSITE SIDES �
Sedimentary and foliated rock 4,000 psf �+ shall be affixed on or adjacent to any electric box attached to the exterior =
Insulation rn-.-.erial,vapor retarders within roof,floor,wall, ceiling assemblies LL1 I.-
Sandy gravel and/or gravel (GW and GP) 3,000 psf , of the structure for field inspection 1 /4 1.33 � 4-1 Bd BOX (,n � 0-
&attics shall have a smoke-developed index 5 450 tested with ASTM E 84 or UL 723 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTER. EACH JOIST OR RAFTER,FACE NAIL f- (,
Sand, silty sand, clayey sand, silty gravel and)clayey gravel 1 / 5 1.25 3-16d COMMON W � W C
(SW, SP, SM, SC, GM and GC) 2,000 psf J Cn
21. NEW Construction/Additions&Alterations: 1 / 6 1.20 2-1 Od BOX(3") OR z z _I O
Clay,sandy clay, silty clay, clayey silt, silt and sandy silt It shall be the responsibility of the General contractor or his subcontractors to submit 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON(2-1/2P') EACH END, TOENAIL d-
(CL, ML, MH and CH) 1,500 psf z in detail the design, calculations, drawings,written statements of the mechanical, _.I C( � �-
air conditioning, ventilation. heating systems( new, existing or upgraded) WOD STRUCTURAL PANELS, SUBFLOOR, LL1 Q 0 F- Ma.When soil tests are required by Section R4101.4, stamped by a professional engineer if required by the Owner or Building Dept. ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = � V W E -p
the allowable bearing capacities of the soil shiall be part of the recommendations. TABLE 802.11
RAFTER UPLIFT CONNECTION FROM WIND PARTICLE BOARD WALL SHEATHING TO FRAMING z 0 +_
b.Where in-place soils with an allowable bearring capacity of less than 1,500 psf
ILL
are likely to be present at the site, the allowalble bearing capacity shall be DESCRIPTION OF NUMBER AND TYP SPACING OF FASTENERS (,j J J !Z
RAFTER ROOF EXPOSURE C BUILDDNG ELEMENTS INTERMEDIATE ROOF SHEATHING
determined by a soils investigation. SPACING SPAN OF FASTENER
PANEL EDGES(FEET) ULTIMATE WIND SPEED SUPPORTS GABLE END WALL FRAMING
130 140 30 3/8 - 1/2 6d COMMON(SUBFLOOR,WALL)
8d COMMON(ROOF) 6" SEE NOTE A 6"
ROOF PITCH ROOF PITCH
<5:12 z 5:12 <5:12 a 5:12 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6"
OCCUPANCYQ� 16"O.C. 12 214 201 263 247
M
E 'V UNLAWFUL32 1-1/8"- 1-1/4" 10d COMMON NAILS 6° 12"
US
16"O.C, 1g 277 259 342 322 M �
16"O.C. 24 340 318 422 396 33 FIBERBOARD SHEATHING 1/2"STRUCTURAL OSIC 1-1/2"GALV.ROOFING NAIL 3" 6" N I--
AERQ�ED A� NOTED WITHOUT CERTIFICATE o
DATE: •J? •a B.P ('�(► { �p �c�� 16"O.C. 28 348 358 476 446 to
04933 �j�,/ V 1 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7�� 7�� N Z
�� 16"O.C. 32 427 398 529 496 FIBERBOARD SHEATHING } Q
FEEO,�*O 0Q BY: �W
16"O.C. 36 469 438 538 547 35 1/2" GYPSUM SHEATHING 1-1/2"GAL`/. ROOFING NAIL 7" 7" < � LLl
NOTIFY BUILDING DEPARTMENT AT _J
631-765-1802 BAM TO 4PM FOR THE 16"D.C. 42 535 499 664 622 Z > Q
5/8" GYPSUM SHEATHING 1 3/4"GALV,ROOFING NAIL 7" 7" Q uU U
FOLLOWING INSPECTIONS: 16"O.C. 48 599 559 745 697 36 to
1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE Cf IVIPLY WITH ALL CODES OF EXTERIOR WALL WOOD STRUCTURAL PANELS 2. ROUGH-FRAMING&PLUMBING NEW YORK STATE F. TOWN CODES 70 RESIST WIND PRESSURES TABLE R602.3 (3) �
3. INSULATION AS REOUIRED AND CONDITIONS OI` DESIGN CRITERIA
4. FINAL-CONSTRUCTION MUST „�I STRUCTURAL WO PANEL STUD NAIL SPACING
BE COMPLETE FOR C.O. �--=SQ'JT> -QTO'.:.ffiA R Wind speed: 140 NAIL UE PENETRATION STRUCTURAL URAL THICKNESS SPACING EDGES FIELD
PANEL SPAN RATING C ESS
ALL CONSTRUCTION SHALL ME Sail!OI,DTwr1Fu� m'.3Er00vtD No of stories: 2 V REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR 33 7 SIX 1F"JIO701, (TRUSTEES Mean Roof Ht: 30 ft 6d COMMON NAIL 1.50 INCH 24/0 7/16" OR 1/2" 16" O.C. 6" 12"
DESIGN OR CONSTRUCTION ERRORS De??7o N.Y.S.DEC Roof pitch: per plan (2.5"X 0113")
Bldg Length per plan 8d COMMON NAIL 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12"
. ,. Bldg Width Per plan (2.5"x 0131°) cV
ct
bldg aspect ratio: 3:1 INTERIOR GYPSUM WALL BOARD TABLE R702.3.5
RETAIN STORIti1 WATER RUNOFF
Nailing Sched: Table R602.3(1)
PURSUANT TO CHAPTER 236 � U � o
GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS
OF THE TOWN CODE. APPLICATION ORIEN-ATION TO MEMBERS SIZE OF NAILS Z
THICKNESS
A11 exterior lighting TO WOOD FRAMING
FRAMING SPACING NAILS SCREWS l� N kn
ct
installed, replaced or „ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS M �J
P CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) 1/2 W M .0
repaired shall conform WALL EITHER DIRECTION 16"O.C. 8" 16" U 0
to Chapter 172 WIND DESIGN SUBJECT TO DAMAGE FROM
5/8" CEILING EITHER DIRECTION 16"O.C. 7° 12" 6d COOLER NAILS `x N
of the Town Code o WIND WINTER ICE SHIELD AIR MEAN WALL EITHER DIRECTION 16"O.C. 7" 12" -C: �
GROUND SPECIAL SEISMIC tC3
SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL O M CZ
SNOW WIND DESIGN WEATHERING LINE TERMITE TYPE"X" AT 1-7/8"LONG 6d dOATEsD NAILS OR
LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP �O Ix
ZONE DEPTH 5/8„ GARAGE CEILINGO.C. 6
ING 16" " 6:: EQUIVALANT DRYVWALd,SCREWS.
PERPENDICULAR SCREWS SHALL COMPLY WITH G20 LBS 140 NO NO NO M B SEVERE 3'-0" MODERATE 11 YES NO 15i00 or less 52.1 HABITABLE ROOMS IRC s A,�t;�5 1j
TO HEAVY
M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall frami splad }� c,
O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall b 6 i o.c.fo /
Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. e /
0i
I
I
Simpson
TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS
H2A Stud To Rafter TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED
Connector 't
N �• -I
Typical Metal PER TABLE R602.3(3)METHOD WSP: EXTERIOR
FASTENERS SHEATHING6""
WINDOW HDR '�- -'- - n'- - -'� �- -'- -'i
Strapping ,I I•I ICI I, ON EDGE, 12"FIELD. INTERIOR SHEATHING
pp g PER TABLE R602.3(1)OR R602.3(2)
at Openings - •I I•I I'I I' VARIES BY FASTENERS
•I I•I I•I I• METHOD CS-WSP:
Horizontally attached •I I•I AS PER TABLE R602.3(3)
plywood sheathing .I ( I WITH EXTERIOR COMMON NAILSTTACHED
shall have Solid Blocking :I
(0.131 X 2.5"LONG)
@ all Plywood Joints •I AT 6"O.C.ON EDGE AND 12" O.C.
I• IN FIELD
I I I' BRACED WALL PANEL INTERIOR FINISH:
_ I'I I' SHALL BE MIN, 1/2"GYP.BD FASTENED
WITH NAILS OR SCREWS IN ACCORDANCE
W I'I I'I I' WITH TABLE R702.3.5 OR
I I' TABLE R602.3(1)FOR EXTERIOR WALL
J •H. _ _ _ J' SHEATHING
Q I . . I I I =1:1= - - - 'Ij - - - 4'.
•I I•I I'I I' VERTICAL JOINTS IN PANELS SHALL OCCUR
Corner Holdowns I OVER AND BE FASTENED TO COMMON STUDS. \�
•I I•I 3..
Refer to plans :I I,I I I I HORIZONTAL PANEL JOINTS IN BRACED
for locations _ :I I I'� WALLS PANELS SHALL OCCUR OVER
if required • r •I INTERIOR�I,`I`. r I,I I, AND BE FASTENED TO 1 1/2"THICK Z O
,I SPACING I I I I COMMON BLOCKING
I' < W >
RIM JOIST .I I•I I•I I. 2 x 4 or 2 x 6 STUD WALL M
•I I•I I•I (. W
Sill Strapping 2 X BOTTOM PLATE W
-•�
See details on •I I•I I•I I• EDGE SPACING -6" C) W G
this page. 'I _ — I I — — I ILI) _ _ I'
— — L.L < W
TYPICAL ELEVATION
WALL TO HEADER STRAPPING W _!
N.T.S. FASTENING REQUIREMENTS FOR = _l
BRACED WALL PANEL AS PER r , O
_TABLE R602.3.(3) �../ _
Ln
�•--
1-1/4" galy. x 20 gage co V
J Were the distance is SIMPSON H2A
coil strap with (5) 8d common
between 9-1/4" to 15-1/4" at each Rafter. With nails in each end at each rafter. N
provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter 0 0 o•
braced wall panels (2) 8d x 1-1 12" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAIL RIDGES �, �, r L, - 2 °L
(5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side m o 0 y o
Schedule Dwg-1 of Ridge to have a o a o o_ U 0 Ol ,._, Q;�,= O
Simpson LSU skewable hanger o _ . �--
SIMPSON H2A aco
N O.a U`0 y U 0 V
= d` N >.fl 7 d e O
Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil w .� _ 3 g
rafters attached to top (5) 8d x 1-1/2" nails in Rafter oii L
Strap with (5)-8d common nails C .0 - a� _ C.2 2 E N �,
plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° N � 2 -
alonglength of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs ° ca. - = s o E
g ( ) Look Out Blocks °° a� o . 2 a o @ o
panel. and window or door Header. Cc o = �.
Typical each side and ALL Less than Gable End Wall r
_ .s = = E U o
or Equal s z=_ s= y a ="
windows and doors. to 12" = o L E = s= ° ° g
BLOCKING BETWEEN RAFTERS ( BRACED WALL PANELS ~ U w cc 6- ~ 1° ;_ ° CL
602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR &
JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS
NTS NTS RAFTER TO RIDGE STRAP R802.3
IN LIEU OF RIDGE STRAPS v)
PROVIDE MIN.2X4 COLLAR TIES @ 4.8"O.C. Z
Z
NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD (n
2-1/2" LONG OF THE ATTIC SPACE AND ATTACHED _J
TO THE RAFTERS WITH 4-8D NAILS O
EACH END
0 W
1-1/4" x 20 gage G-185 O I-- (
SIMPSON BSC Hot Dipped Galvanized Strap = (n
with (5)-8d common nails
TYP EXT.WALL at each stud
POST TO HEADER CONNECTOR Strap may be attached OVER CUT
the plywood OR directly to LENGTH
SIMPSON ABU POST G Studs. 12" Min 3
SILL PLATE 6"TREATED POST _ TO CONCRETE BRACKET ,.
SIDE COVER 2"MINIMUM iv rap strap under sill
2-1/2"GALVINIZED CARRIAGE BOLTS r- and attach to sill plates 3
OR SIMPSON SD STRUCTURAL c 06
TYPICAL ANCHOR BOLT -R403.1.6 . �P�. CLEAR o
CONNECTOR SCREW �� • " ^ c� _ro .. En
MAXIMUM SPACING: 1/2"@ 72"O.C. GRADE ADHESIVE ANCHORS:HIGH-STRENGTH _ _ e"'�a. S NN is O W
EMBEDMENT OF 7"WITH NUT&3"x3"WASHER.
2 BOLTS PER PLATE AND HOLD AT LEAST EPDXY ANCHORING ADHESIVE FOR =III=III = = ` N 'a O
ONE BOLT-12"MAX AND 3 1/2"MIN OFF `'`- USE WITH THREADED ROD I;III LIII C .`a O
ENDS OF PLATES. Z MECHANICAL ANCHORS;SIMPSON -I�IIII. " Use 1-1/4" Metal �' W > Z
,� Coil Strap 20 Gage >- > E
WEDGE ALL WEDGE ANCHOR Y °�• N > O C
TYP.CONC.FOUNDATION
° 12 Min (5) 8d common nails Q Lu 8
ch 12"SQ.CAST-IN-PLACE FOUNDATION-SILL-STUD < o M
in EACH END at � NMM
CONCRETE FOOTING,DOWN J
FOOTINGS MUST TO VIRGIN SOIL STRAPPING EAICH Stud, Z > d N `I U
ANCHOR BOLT DETAIL BEAR ON Lu
(MIN 36"BELOW GRADE) Applies I g @ " g M co 0
UNDISTURBED pp es to Garage Wall and 8d 6 oc Alon
SOIL Slab on Grade Construction Braced Wall Panel
SCALE: 1/2"= 1'-0° FIGURE R602.10.8(1)
P.T. POST TO CONC. PIER & FOOTING NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR
CONNECTION NTS RAFTER FACE TYPICAL . WALL TO WALL STRAP
SIMPSON ABU INSTALLED IN ACCORDANCE STRAPPING IN CONTACT WITH CONCRETE OR MASONRY NITS
WITH SIMPSON SPECIFICATIONS AND DRAWINGS. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION
OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL.
cl�
L
MW O
` D qqc M
3
;�Ey� Q i 9010 QQ
y -
'i
I
I
12 12 12 IZ ROUND POST FOOTING TYPICAL FOUNDATION
MIN.36"BELOW IN ACCORDANCE WITH CHAPTER 4
GRADE TABLE R404.1.2(8):
8"CAST-IN-PLACE WALL WITH
HORIZONTAL REBAR PER TABLE
R404.1.2(1)-SEE DWG-1 NOTE#6.
ON 16"x 8"CAST-IN-PLACE CONT.WALL FOOTING
W/2-#4 REBARS CONTINUOUS.
H Q SILL PLES, COPPER TERITE
18'-4" SHIELD,EXTERIORAT
DAMP-PROD INGMALL
FOUNDATION FOOTINGS TO EXTEND TO
VIRGIN SOIL & BE FULL HEIGHT
® CEDAR CAP TYPICAL ANCHOR BOLT -R403.1.6
°'o 19'-10" MAXIMUM SPACING: 1/2"@ 72"O.C.
a�'b
EMBEDMENT OF 7"WITH NUT&WASHER.iX6 CEDAR SLATS 2 BOLTS PER PLATE AND HOLD AT LEAST
ONE BOLT-12"MAX AND 3-1/2"MIN OFF
0
ENDS OF PLATES.
6X6 NOM CEDAR POST
iTI 1 1 4 11 1 1 1 1 11 1 ii I I I I I I I "------------------------------------------------------ ----
ry
' n. a pa o• a . pa . ,, a pa
- o --------------------------- a O
4 , SLAB ON GRADE o Q W >-
i i 4"CAST-IN-PLACE CONCRETE
FRONT ELEVATION 6 0" XT-0"ENCH OANDERSSEEN400 ; a ; ON UBLE DOOR 9 SLAB W/
POLY
O WIA RRET RETARDER
W Q
LEFT ELEVATION SERIES FRENCHWOOD i ON 6 MIL POLY VAPOR RETARDER i p i < W
SCALE: 1 /4" — 1 '—O" 3HINGED14"GRILLES
DOOR � n 1 ON 4"COMPACTED BASE. r�,
n _ i " o - V W z
SCALE: 1 /4 — 1 —O WHI-rEINTERIOR -`ns-, a---e -sv- v-a--;v4--v-:---;-v` i ;® ,
WHITE EXTERIOR I _
----------------------------------------------------------- Q W
12" DIA CAST-IN-(PLACE 3
HOWER FOOTING.12 �R
12 12 STANDING SEAM ROOF 6x6 CEDAR POST _J 0
co
8� 8
S C ,
2X2 @ 6"OC �
TOP OF PLATE TOP OF PLATE " in FOUNDATION PLAN 1-7
U
LO �--
1X6 NOM AZEK FRIEZE
2X6 @ 24'.OC o
y
2X10 GIRDER o m•y
0
+6, o w o 8 `
CEDAR PERFECTION WOOD SHINGLES 'Sip p o w o a s
L y y
TO MATCH EXISTING HOUSE � co `Z� w=o� o,�
`
2x6 RAFT S � t�� —0-5 ° co' 02
6"OC 2x8 RIDGE c - N °.��- ° a-
lo
LU LU 26 AFo `oNmo `o
-� ` N
Q 16"OC au ° m m Y E
Q V 2+ .000 2 to ,� O C
.7 y >
IT 1
TOP OF FOUNDATION TOP OF FOUNDATION �2� N N eti� a o o 0 m N w U
c c 3 0
Lt c � rnn _ mom 2 2 � 2
m
c Natog o a
.o
C OQ U_2CM0
O
O
= y.N UL
RIGHT ELEVATION REAR ELEVATION @ V �_ < y C 0 C N
L c aE m m-o o °w
SCALE: 1 /4" — 1 '-0" SCALE: 1 /4" — 1 '-0" ~ U N� a' ~ � E ��` °
c.
ROOF PLAN ! ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
W
TYPICAL ROOF CONSTRUCTION C) 0 Z
O
Standing seam metal roof- color selected by Owner. Z �— F—
w/fasteners per manufacturers specification G�
BRACED WALL PANEL.a
and R905 OF THE NYS CODE. J > W
Underlayment: Table R905.1.1(2) in accordance with PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B Q,,, W W
manufacturers installation instructions. J C)
Ice & Water barrier as per section R905.1.2 TABLE R602.10.4 page 185 BRACING METHOD CS WSP CS-WSP CS WSP CS WSP W
Framing As per plans with 1/2" exterior grade BRACE WALL LINE SPACING(FT).b 5 5 12 12 18'-4"
span rated structural plywood Sheathing,
TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 32" 32" 30" 30"
Nail to framing in accordance Fastener Cn
RAFTER/CEILING JOIST HEEL JOINT CONNECTION Schedules & Strapping per detail sheet(s). TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 2.5 2.5 2.8 2.8 O
SHALL BE NAILED SEE DWG 2 FOR STRAPPING AND Flashing per R905.2.8
TOGETHER IN ACCORDANCE HURRICANE TIES TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c C
WITH TABLE R802.5.2 _ _ Cn
(SEE DWG-1 FOR TABLE) 12 12 TYPICAL SOFFIT CONSTRUCTION. 1. EXPOSURE CATEGORY 1 1 1 1 `_ _ __ __ _______ _ ________ ________ ________ _______ ____ __ 2X10 HEADER ATTACHED co M U)
WITH SIMPSON H2AAT EACH - - - -
TO EACH SIDE OF 6X6 POST
RAFTER TO STUD. 8nverhangs-typical = =' _ _ ____ _ ___ _ ____ __ _ _=_ -__ __ _ _____ _____-_ __ `_ _ N a o
8 8 6" fascia & 6" rake boards."azek" or equal 2. ROOF EAVE TO RIDGE HEIGHT 7 7 7 7 c_ _______ _______
------- -------- -------- -------- -------- ------- ---- N -0 'o 0 1--
Metal drip edge per R905.2.8.5 1_ _______ _______ _______ ________ ________ ________ _______ _______ _______ _______ _ aD -~ � O
-- -- - -------- -------- -------- -------- --
------- -------- -------- -------- -- ----
------ ------- -------- -------- -------- - ----- "' L z
p g p 3. WALL HEIGHT 1 1 1 1 - --- _ _______ _______ _�4 2 O6 @ 2041 O.C. > (n
TOP OF PLATE - — - - — ------- ------- ------- -------- -------- -------- ------- ------- ------- ------- - N > �
9'/z' Vented smooth Azek Soffits `- ------- ------- _ - __
4. NUMBER OF BWL P'ERDIRECTION 1 1 1 1 c- _=_=____ ________ _______ _-_-_-_-_ - _--_-_-_-_ -__------ -_-_-_ --- -_-_-_-_-_ -_-_---_- ---- - -� p N a � 'QI
ILLI
_______ _______ _______ ________ _-_-__-_ ______- ____-__ -__-_-_ ____--_ -� LLJ
TYPICAL EXTERIOR WALL Z) 0 N co co
LO RESULT REQUIRED BRACED WALL LENGTH (FT) 2 2 2 2 c_ _______ _______ _______ _______ __ __-____ _3 WOOD TRELLIS Z N N Q
R-21 BATT 2x6 Doug-Fir Wood Studs @ 16" oc. �_ _______ _______ _______ _______ ________ ________ _______ _______ _______ _______ _� 2x2 @ 6"O.C. Q uJ ti U
INSULATION Double top Plate and Single SOIe Plate. PER PLAN BRACING LENGTH PROVIDED (FT) 6 6 2.5 4 0� ` _______ _______ ________ ________ ________ ________ _______ ______- " OVERHANG 4"
c� co cfl (n
1/2" exterior Grade - Span Rated =______ _______ _______ ________ ________ ________ ________ _______ _______ _______
b COMPLIANCE YES NO Y Y Y Y ______ _______
Continuous Structural plywood Sheathing. _______ _______ _______ ______ ________ ________ ________ _______ __ _
STORAGE Fastened per Fastener schedule. �- _____ _______ _______ ______ ________ ________ ________ _______ _______ _______ _3
ROOM a.Linear interpolation shall be permitted c- _____ _______ _______ ______ ________ ________ ________ _______ _______ _______ __
tyvec House Wrap or equal. b.Where three or more parallel braced wall lines are presents and the distances between adjacent braced wall lines are different, c -____ ------ 1frPtR ____ _ _____ _____ _____ _____ _ _______ _______ ' M®d
the average dimension shall be permitted to be used for braced Wall line spacing. c- ----- ------ ------- --36" tMSR- - ____ _______ _ _,
SIMPSON POST Wood Siding (match existing house) __-_- ------- ------- - - - ______ __-=---- -- ===s6" S=e�S� 2'6"
BASE CONNECTOR Installed per manuf specs and NYS code. ABBREVIATIONS; BWL=BRACED WALL LINE, BWL 1-2 ° '
BW=BRACED WALL, U) 2-2x10 28"X84"
Cont. load path strapping installed in accordance CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL N 5'/z" 6'_91%" 28"X84"kk
TOP OF FOUNDATION with drawings. Provide Fire Blocking in accordance CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION WINDOW TO v o 3'/2' 5'/z"
— - — - — - — - - —µ with R302.11 & R302.11.1 and MATCH EXISTING X STONE FLOOR DRY STORAGE o 4
Draftstopping per R302.12 & R302.12.1 °
#4 REBAR 12"FROM TOP o BRACING METHOD HOUSE o STONE FLOOR
cy in uai OUTDOOR
Bottom of deck TYPICAL FLOOR CONSTRUCTION CS-WSP CONTINUOUS SHEATHING N CABINETRY SHOWER N a
pier Footing o ONE#4 BAR AT MIDPOINT �� WOOD STRUCTURAL PANEL v v r 1
36"below 4 reinf. concrete slab on grade v
Grade Minimum g DETAIL #1 ON DWG 2
(T1
TYPICAL FOUNDATION CONSTRUCTION BRACED WALL NOTES: BWL 1-1 36"CS WSP m ¢( 35"CS WSP ^ V Z O
TWO#4 REBARS IN FOOTING ,
in accordance with chapter 4 REFER TO DETAILS ON DWG cd-2 O
FOR HOLDOWNS,STRAPPING,BRACED
3000 psi Air Entrained cast-in-place concrete m Co ? M
SECTION A WALL DIAGRAMS AND DWG-1
4'-0" 11' 10" 4'-0"
wall on cast-in-place Concrete Wall Footing per FOR NAILING SCHEDULE. ALL BRACED � 1 � pp �
R403. refer to Foundation Plan for footing size & WALL PANELS SHALL BE FULL-HEIGHT
SECTIONS OF WALL WITH NO VERTICAL 19'-10"
SCALE: 1 /'4" = 1 '-0" thickness. 2x6 approved treated Sill Plate, OR HORIZONTAL OFFSETS. ® �
Sill Seal And Termite shield per Section R318. �vz�!2; 9 � 'n �5 o ca
PROVIDE FIRE BLOCKING)IN Anchor bolts per Foundation Plan and R403.1.6 � ���
ACCORDANCE WITH R302?.11 1. BRACING REQUIREMENTS AS PER TABLE R602.10.31(1) J
? �P 7G�� ate O
OF THE IRC RESIDENTAIL,CODE. 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 (u
INTERIOR WALL FINISH 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7
Provide 1/2" G sum Wall Board on ceilings 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE
,r "
yP 9 SHALL BE OFFSET NOT MORE THAN 4 FEET, 1 ST FLOOR PLAN v r
Min 1/2" Moisture Resistant Wall Board on 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL
THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. SCALE: 1/4" = 1'-0" /
Ceiling and all walls in Bathrooms (humid areas) 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEIET FROM EACH
and 5/8" cement board on walls and ceilings In wet areas. END OFABRACED WALL LINE STRUCTURE IS TO REMAIN UNHEATED , Q"rg{p10
Provide 5/8" Fire Rated sum wall Board on walls 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL CIFN
9YP PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE
and ceiling located as per code, manufacturers R602.10.2.2
requirements and drawings. 3