HomeMy WebLinkAbout41657-Z Town of Southold 7/5/2019
P.O.Box 1179
0
o ® 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40483 Date: 7/5/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 3450 Deep Hole Dr., Mattituck
SCTM#: 473889 See/Block/Lot: 115.47-10.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/8/2017 pursuant to which Building Permit No. 41657 dated 5/23/2017
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ADDITIONS AND ALTERATIONS INCLUDING SECOND FLOOR REAR DECK, GARAGE AND UNFINISHED
BASEMENT TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
S
The certificate is issued to Martorana,Frank&Mindy
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41657 04-08-2019
PLUMBERS CERTIFICATION DATED 05-17-2019 NPer \tion Plun&g
s
00
hopde4 Signature
Fat TOWN OF SOUTHOLD
��O�gUF ,�coG�
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy • SOUTHOLD, NY
dol � Sao
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#: 41657 Date: 5/23/2017
Permission is hereby granted to:
Martorana, Frank
172 Baylawn Ave
Copiague, NY 11726
To: construct additions and alterations to existing single-family dwelling as applied for per
DEC & Trustee approvals.
At premises located at:
3450 Deep Hole Dr., Mattituck
SCTM #473889
Sec/Block/Lot# 115.-17-10.1
Pursuant to application dated 5/8/2017 and approved by the Building Inspector.
To expire on 11/22/2018.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,052.80
CO -ADDITION TO DWELLING $50.00
Total: $1,102.80
Building nspector
rjv so
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 117
Southold,NY 119711-0959 �� roger.richertCa-town.southold.ny.us
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Frank Martorana
Address: 3450 Deep Hole Dr City: Mattituck St: New York Zip: 11952
Budding Permit# 41657 Section: 115 Block- 17 Lot: 101
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Elec-Tec Inc License No: 4814-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor X Hot Tub
Addition X Survey Attic Garage X
INVENTORY
Service 1 ph Heat gas Duplec Recpt 37 Ceding Fixtures 27 HID Fixtures
Service 3 ph Hot Water gas GFCI Recpt 7 Wall Fixtures 2 Smoke Detectors 1
Main Panel A1C Condenser 1 Single Recpt Recessed Fixtures 27 CO Detectors 1
Sub Panel 125a A1C Blower 2 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks
Disconnect Switches R30 Twist Lock Exit Fixtures TVSS
Other Equipment* garage addition, including basement, and second floor
Notes. 2-bath fans, 1-paddle fan,6-ARC fault circuit breakers
Inspector Signature: - Date: April 8 2019
81-Cert Electrical Compliance Form.xls
Town Hall Annex JC' Telephone(631)765-1802
54375 Main Road
Fax(631)765-9502
P.O.Box 1179 `'r '
Southold,NY 11971-0959
Uri
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
,,CERT1,F1C1A-T-10N
Date: Lzo,-:2
Building Permit No. /-7//
Owner:-/;;Z!�We ASL own!%
(Please print
.P6Plumber vii....
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
(P46tubers Signature)
Sworn to before me this
day of 20)9
1 �Ij 3 r=
�rLA h, RD
MAY 1 7 2019
Notary Public, County-
CONNIE D.13UNCH TOWN OF S0UTi10`-L..W
Notary Public,State of New York
No.OIBU6185050
Qualified in Suffolk County
`Omrnisslon Expires April 14,
pE SOUL
coutom
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
W% - Q
REMARKS: l
i� ✓ 71LA
S Iv IA/
9 r
0!4A'ovv AA
DATE w-�-- INSPECTOR
�• J/ �pf SOply
� o
o�yMUM`I
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] OUNDATION 1ST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESI TANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ,] ELEC ICAL (FINAL),
REMARKS. Din
.�met,
� !
� �ti✓ I� yr
DATE 9 INSPECTOR
OF SOUIyo
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPEC ION
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] UNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECT ON
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] F NDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE_SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAU KING
REMARKS:
DATE INSPECTOR
OF SO(/lya�
# # TOWN OF SOUTHOLD BUILDING DEPT.
coum, 765-1802
(e INSPECTIO-N
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING ( ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE 7 7 l INSPECTO c
SOUTyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
N�a�
oum, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ]
FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIZERISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING
LK, i A I
REMARKS:
W
Lotf9�
�- " /o&
Loo4 - -
DATE INSPECTOR
SOUlyO�
# TOWN OF SOUTHOLD BUILDING DEPT.
courm�F'' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. l
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
OF SOUT'yo�
TOWN OF SOUTHOLD BUILDING DEPT.
coulm, 765-1802
IN SPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION
r
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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l V
DATE INSPECTOR
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LLL Lo QW:A-1 LTJ K I - 0
'E -:_ G ,I N E E R I INJ G
3 May 2017
Building Inspector
Town of Southold
Main Road
Southold, NY 11971
Dear Mr.Verity,
The existing main house has 2 bedrooms.The new addition has a new master bedroom on the 2nd
floor making 3 total bedrooms. I certify that the existing subsurface sanitary system has been
designed for 4 bedrooms and is in operating order.
9
.05 a Yj'
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BOARD CERTIFIED IN STRUCTURAL ENGINEERING
J0SEPH@FISOHETTI.COM FISCHETTIENGINEEP.1NG.COM 631 -765-2954
1 72 5 H O B A R -r ROAD S O U -rH O L D , N EW YORK 1 1 97 1
RADIANT DRYWALL&INSULATION CORP.
73 Hawkins Ave.P.O.Box 273
CENTER MORICHES,NEW YORK 11934-0273
(631)878-1515
Fax: (631)878-1537
Jv� 2 g 2019
June 11,2019
S
Re: 3450 Deep Hole Drive
Mattituck,NY 11952
To Whom it May Concern:
This is to certify that Radiant Drywall&Insulation Corp. applied 7"of Closed Cell Spray Foam
with an R-value of 49 to the underside of the second floor roof deck at 3450 Deep Hole Drive
in July of 2018 as outlined in the attached proposal,invoice and approved design plans dated
4/30/17.
Sincerely,
ter-tt.
David J.Bunai
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STATE ENERGY C'ODF,
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health N/A
SOUTHOLD,N.Y. 11971 4 sets of Building Plans X
TEL.: (631)765-1802 Planning Board approval N/A
FAX: (631)765-9502Survey X
7 �
www.northfork.net/Southold/ PERMIT NO. :/ Check pending_
Septic Form N/A
N.Y.S.D.E.C. X
Z, Trustees X
Examinedg) `J 51aQQ&— Contact:
z
Approved v 7y D [ECP0'V[E
DD
Mail to:SUFFOLKENVIRONMENTAL
Disapproved a/c MAY - 8 2017 P.O.Box 2003•Brideehameton,NY 11932
Phone: (631)537—5160
C BUILDING DEPT.
Expiration TOWN OF SOUTHO
(Building Insp o
APPLICATION FOR BUILDING PERMIT
Date May 3,2017
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 waterway.
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.
(Signature of applicant,or name, if a corporation)
Suffolk Environmental Consulting,Inc.
P.O.Box 2003;Bridgehammlpton,NY 11932
(Mailing address of applicant)
State whether applicant is owner, lessee,agent,architect, engineer,general contractor, electrician,plumber or builder
AGENT
Name of owner of premises Frank and Mindy Martorana
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer.
N/A
(Name and title of corporate officer)
Builder's License No. 18025-H
Plumber's License No.
Electrician's License No.
Other Trade's License No.
1. Location of land on which proposed work will be done
3450 Deep Hole Drive Mattituck
House Number Street Hamlet
County Tax Map No. 1000 Section 115 Block 17 Lot 10.1
Subdivision N/A Filed Map No. N/A Lot
xro-.vm row ,wig
(Name) Vmr0>=' Ne ii
StTO+RaA'iiQM
OWN nd.!asfta
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Residence
b. Intended use and occupancy Residence with addition
3.Nature of work(check which applicable): New Building Addition X Alteration
Repair Removal Demolition Other Work
(Description)
4.Estimated Cost $150,000 Fee
(To be paid on filing this application)
5.If dwelling,number of dwelling units 1 Number of&w,elirlg unitsrar>;each floors N/A
garage,If number of cars N/A °E� 3 � )
�� � � t�I ��t-{_� �.�j +.J
6. If business, commercial or mixed occupancy, specify nature and extent of each type Of se N/A
7.Dimensions of existing structures, if any: Front 29.8 Rear 29.8 Dept 32.1
Height 2718" Number of Stories 2
Dimensions of same structure with alterations or additions: Front 68'6" Rear 68'8"
Depth 32.1 Height 28' 8" Number of Stories 2
8.Dimensions of entire new construction: Front N/A Rear N/A Depth N/A
I Height Number of Stories
9. Size of lot: Front 102.34' Rear 102.72' Depth 116.78'
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R-40
12.Does proposed construction violate any zoning law,ordinance or regulation: YES NO X
13. Will lot be re-graded YES NO X Will excess fill be removed from premises: YES NO X
172 Baylawn Ave.
14.Name of Owner of premises Frank+Mindy MartoranaAddress Copiague,NY 11726 Phone No. (305)818—8587
Name of Architect Joseph Fischetti,P.E. AddressPO,Box 909, Southold,NY 11971 Phone No.631-765-2954
Name of Contractor Mark Davis,Builder Inc. Address PO Box 1493 Mattituck•NY 11952 Phone NO 631-298-1233
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland? *YES X 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 SUFFOLK
Bruce A.Anderson being duly sworn,deposes and says that he is the applicant
(Name of individual signing contract)above named.
(S)He is the Agent-Suffolk Environmental Consulting,Inc
(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 this 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 ��`� 201 7
Notary Public Signature of Applicant
NOMELPATM
1Xo"PuWk;State of New ft
"died In Suffolk
No.01PA6240712
effl lls m Ekobw Mav16,MIS
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SOUTII -"NEW vok"k,
E, IYNODATE: SEPTEMBkR21,2016
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'of Ale Town Code of the Town of Southold and in
-ofZhapt& 27.5 -
-,;':,&,asumt,,-jo Ahe-,�pr&isions,
accor&ii6�'iwitii�.ttie�.Kf,s(?iiAtioq,ot;tne"6afd;,6f';ITrdstees;-ado�ptedat,the,inbetmg-held.bn,�;mternb
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and m aw��if&dtionjee,,in t 6,s"
the Uhns and Conditions hbnzes and
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'o ution� the T6*4,IB&4 -
as-,' iii the Ke' I es"Talit,
"Pei 6,&following;
WC I�tjif C f4. -dd*ti" -st6r -4�qiwimted
d"dr, rMitto �6fisl 'r"u-�'ef'a'�'S45��x29?.two�gto'r*"""- Fit y,
k;a-'0d0,!,_second,.
Y,4 addition Y1
d od'
to the eiislqng dwelling 146fi •�1' -,remove�ine�.exisung�8?xl,27,shOd* afid as
vey;prepared liy Peconic Surveyors,P.C,last dated July 21,2016,And 0
'M
Mi"_ P
stamped approved 2,1;2016:
w wrrNESS WHEREOF,the said Board of T=stees hereby causes its Corporate Seal to be affixed,
and thds;6#6khts to e su sonbdd bymaj�a, onty onlie said-B 8a&&i�,,of this date.,
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YEMEN),
Michael J.Domino,President k Town Hall Annex
S®���® 54375 Route 25
John M.Bredemeyer III,Vice-President ,�® �® P.O.Box 1179
Glenn Goldsmith AL Southold,New York 11971
A.Nicholas Krupski Telephone(631)765-1892
Greg Williams ® a� Fax(631) 765-6641
cou
BOARD OF TOWN TRUSTEES ,JUN 2 8 2019
TOWN OF SOUTHOLD
,Bun"DwG DEPT,
CERTIFICATE OF COMPLIANCE •yam@ 03?sD -
41 579C Date: June 3, 2019
THIS CERTIFIES that the construction of a 34'x29' two-story addition with a 6'x10'
second story connected to the existing dwelling(1 046sq ft footprint)-, and to remove the
existing 8'x12' shed;
At 3450 Deep Hole Drive Mattituck
Suffolk County Tax Map#1000-115-17-10.1
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated August 16, 2016 pursuant to which Trustees Wetland Permit#8883
Dated September 21, 2016,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 a 34'x29' two-story addition
with a 6'x10' second stogy connected to the existing dwelling(1 046sq ft footprint)• and to
- remove the existing 8'x12' shed.
The certificate is issued to Frank&Mindy Martorana owners of the
aforesaid property.
o �dhns.r�J
Authorized Signature
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-03264
PERMIT
Under the Environmental Conservation Law ECL
Permittee and Facility Information
Permit Issued To: Facility:
FRANK MARTORANA MARTORANA PROPERTY
172 BAYLAWN AVE 3450 DEEP HOLE DRISCTM# 1000-115-17-10.1
COPIAGUE,NY 11726 MATTITUCK,NY 11952
Facility Application Contact:
SUFFOLK ENVIRONMENTAL CONSULTING
INC
PO BOX 2003
BRIDGEHAMPTON,NY 11932-2003
(631) 537-5160
Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Mattituck
Facility Principal Reference Point: NYTM-E: 709.729 NYTM-N: 4540.593
Latitude: 40°59'22.4" Longitude: 72°30'24.3"
Project Location: 3450 Deep Hole Dr - Watercourse - Channel off Deep Hole Creek
Authorized Activity: Remove shed and construct two story addition to existing dwelling with a second
story breezeway. All authorized activities must be in strict conformance with the attached plans stamped
NYSDEC approved on 3/17/17. (CKW)
Permit Authorizations
Tidal Wetlands - Under Article 25
Permit ID 1-4738-03264/00004
New Permit - Effective Date: 3/17/2017 Expiration Date: 3/16/2022
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:ROGER EVANS, Regional Permit Administrator
Address: NYSDEC Region 1 Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Stony Broo Y 1P90 -3409
Authorized Signature: Date 3 / 21 1,207
0
Page 1 of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
` Facility DEC ID 1-4738-03264
Distribution List
SUFFOLK ENVIRONMENTAL CONSULTING INC
Marine Habitat Protection
CLAIRE K WERNER
Permit Components
NATURAL RESOURCE PERMIT CONDITIONS
GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following
Permits: TIDAL WETLANDS
1. 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.
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. Concrete Leachate 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.
4. 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 permitted in wetlands and/or protected buffer areas.
5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal
wetlands or protected buffer areas as a result of the permitted activities.
6. 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.
Page 2 of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �
Facility DEC ID 1-4738-03264
7. 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 mulch or
jute matting until weather conditions favor germination.
8. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated
buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography
within an area extending 40 linear feet landward of the tidal wetland boundary.
9. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control
devices shall be placed at the landward edge of the buffer area as per the NYSDEC-approved plan, prior
to commencement of any regulated activities and remain in place and in good, functional condition until
the project is completed and all disturbed areas are stabilized with vegetation.
10. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 75
linear feet landward of the tidal wetland boundary for immediate on-site recharge.
11. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of
NYSDEC-approved pervious materials.
12. No Changes to Septic System This permit does not authorize any alteration, expansion or
replacement of existing septic systems.
13. 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 said waters 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.
14. 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.
15. 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.
Page 3 of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ROW
` Facility DEC ID 1-4738-03264
16. 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 John T. Metzger last revised 7/21/16, stamped NYSDEC
approved on 3/17/17.
17. 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.
GENERAL CONDITIONS - Apply to ALL Authorized Permits:
1. Facility Inspection by The Department The permitted site or facility, including relevant records, is
subject 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 this 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 in such order or determination.
3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a
separate written application to the Department for permit renewal, modification or transfer of this
permit. Such application must include any forms or supplemental information the Department requires.
Any renewal, modification or transfer granted by the Department must be in writing. Submission of
applications for permit renewal, modification or transfer are to be submitted to:
Regional Permit Administrator
NYSDEC Region 1 Headquarters
SUNY @ Stony Brook150 Circle Rd
Stony Brook,NY11790 -3409
4. Submission of Renewal Application The permittee must submit a renewal application at least 30
days before permit expiration for the following permit authorizations: Tidal Wetlands.
Page 4 of 6
NEW'YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Row
Facility DEC ID 1-4738-03264
5. Permit Modifications, Suspensions and Revocations by the Department The Department
reserves the right to exercise all available authority to modify, suspend or revoke this permit. The_
grounds for modification, suspension or revocation include:
a. materially false or inaccurate statements in the permit application or supporting papers;
b. failure by the permittee to comply with any terms or conditions of the permit;
c. exceeding the scope of the project as described in the permit application;
d. newly discovered material information or a material change in environmental conditions, relevant
technology or applicable law or regulations since the issuance of the existing permit;
e. noncompliance with previously issued permit conditions, orders of the commissioner, any
provisions of the Environmental Conservation Law or regulations of the Department related to
the permitted activity.
6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or
another permit condition. Applications for permit transfer should be submitted prior to actual transfer of
ownership.
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification
The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the
Department of Environmental Conservation of the State of New York, its representatives, employees,
and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the
permittee's acts or omissions in connection with the permittee's undertaking of activities in connection
with, or operation and maintenance of, the facility or facilities authorized by the permit whether in
compliance or not in compliance with the terms and conditions of the permit. This indemnification does
not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or
intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under
Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision
under federal or state laws.
Item B: Permittee's Contractors to Comply with Permit
The permittee is responsible for informing its independent contractors, employees, agents and assigns of
their responsibility to comply with this permit, including all special conditions while acting as the
permittee's agent with respect to the permitted activities, and such persons shall be subject to the same
sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee.
Item C: Permittee Responsible for Obtaining Other Required Permits
The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-
way that may be required to carry out the activities that are authorized by this permit.
Page 5 of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-03264
Item D: No Right to Trespass or Interfere with Riparian Rights
This permit does not convey to the permittee any right to trespass upon the lands or interfere with the
riparian rights of others in order to perform the permitted work nor does it authorize the impairment of
any rights,title, or interest in real or personal property held or vested in a person not a party to the
permit.
Page 6 of 6
`.Ccott A. Russell , 551- ST01kMWA\TIER..
SUPERVISOR MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Box 1179 1
53095 Main Road-SOUTHOLD,NEW YORK 11971 � - Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
MAY 0 9 2017 ( TO BE COMPLETED BY THE APPLICANT )
DOES THIS ]PROJECT INVOLVE ANY OF TM I:®I,I WINQ
Yes No (CHECK ALL THAT APPLY)
❑�jc A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑n B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑® C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
�❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑0 E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
0 E F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional Agent.Contractor.Other) S.C.T.M. #: 1000 Date
District
NAME Ft"LA_ &, . tlt— &. r&06-- I Wr /7 /O./ 6-3-AP/'
W-1' Sect ton Block Lot
FOR BUILDING DEPARTMENT USE ONLY ***
Contact Information O ) ��
rr.l,vtan Nor) ! '
— — — Reviewed B
— — — — — — — — — — — — —
I1 Date: .5 _ S —Uf 17
i Property Address/ Location of Construction Work: C — — — — — — — — — — — — — — — — —
I
34S0 Approved for processing Building Permit.
'peep 1'lolc D��vG V�ttit't'�}0� III ff(Tonvard
— - - - - - - - - -water Management Control Plan is Required.
Storm��ater Management Control Plan Not Required. Iora to Engineering Department for Review.) ')
FORM # SMCP-TOS MAY 2014
APPLICANT: S.C.T.M.#: 1000 n
(Property Owner,Design Professional,Agent,Contractor,Other) —�— 4"("Z
� CHAPTER 236
4
„r /7 i0.1 Stormwater Management Control Plan CHECK LIST
NAME 3'u� a �'d���_`'��- sectioh Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
' n riwxr"" Date: >k The applicant must provide a Complete Explanation and/or Reason for not providing
� — •/�- Jl�N• 6a0 S.g_�o all Information that has been Required by the following Checklist!
1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES] NA If You answered No or NA to any Item, Please Provide Justification Herel
show all of the following items: If you need additional roo nations, Please Provide additional Paper.
a. Location& Description of Property Boundaries E
b. Total Site Acreage. Shall inc u e
c. Existing-Natural& Man Made Features within 500 L.F. A well maintained on
of the Site Boundary as required by§236-17(C)(2). wire Backed Silt Fencing, s
d. Test Hole Data Indicating Soil Chai actenstics&Depth to Ground Water. VI Seeding of exposed and/or inactive
e. Limits of Clearing& Area of Proposed Land Disturbance. .01
f. Existing& Proposed Contours of the Site (Minimum 7lntervals) /�b p✓op".Lafl &Q-4+w-wit at, e...a.}� tilrtd► V-.. ��eat laK
g. Location of all existing& proposed,structures, roads,
driveways,sidewalks, drainage improvements& utilities.
h. Spot Grades&Finish Floor Elevations for all existing&
proposed structures.
1. Location of proposed Swimming Pool and discharge ring. osed—
J. Location of proposed Soil Stockpile Area(s). == V„ ire ;t; 4A, a C.�,
k. Location of proposed Construction Entrance/Staging Area(s). 0 \)s*- ; ...u�.\ dlv�.vQ�•J
1. Location of proposed concrete washout area(s). ✓ v v,aev
M. Location of all proposed erosion&sediment control measures.
2. Stormwaier Management Control Plan must include Calculations showing
that the Stormwater improvements are sized to capture,store,and Infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 inch 0 DRAINAGE 1MSPE
rainfall/storm event. ARE REQuIRGE)
Contact TOS Engineering at 765 1560 ---
3. Details&Sectional Drawings for Stormwater practices are required for approval. UHIDIN DE
Items requiring details shall include but not be limited tothe Or SOUTHOLD
a. Erosion&Sediment Controls. has be,11 installeHm o e.
b. Construction Entrance& Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. Leaching Structures (e infiltration basins,swales,etc.)
I **** FOR ENGINEER G DEPARTMENT USE ONLY**** Additional Information is I Required.
Reviewed & Stormwater Management Control Plan is Not Complete. Al
�AAPProved By: — — — — — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Complete. i
Date: 4117 SMCP has been approved by the Engineering Department. „
FORM * SWCP Chedk List-TOS MAY 2014
�1
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G rOQ enrich I'I S
Southold,NY 11971-0959 a�
DD
MAY 3 1 2018
BUILDING DEPARTMENT
TOWN OF SOUTHOLD BUILDING DEPT.
APPLICATION FOR ELECTRICAL INSPEC 'IONT®wxoFs®arc$oan
REQUESTED BY: �d Date:
Company Name: r' f--�
Name: %Al
License No.: ) –
Address: rD
- J
Phone No.: E-6(-QG — -� igg
JOBSITE INFORMATION: (*Indicates required information)
�C, 'C7CIL
*Address:
*Cross Street: ` C
-- -Twnna
*phone No.:
Permit No.:
Tax Map District: 1000 Section:_ Block: Lot:
*BRIEF DESCRIPTION OF WORK(PleasePrint Clearly) �n
(Please Circle All That Apply)
*Is-job ready for inspection: "S NO ough In Final
*Do you need a Temp Certificate:
Temp-information (If needed} -
*Service Size: 1 Phase 313hase 100 150 206 ' 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION QI
Fa',("A 2,
82-Request for Inspection Form J`��� Ali
RI UW S OI/L 5'DE�
IWU
WETLAND AREA=36 SQ.FT.PL�� 6. UPLAND AREA=11917 SQ.FT.
8 - X
10 �m 4 DWARD LIMITS OF TIDAL WETLANDS BUILDABLE LAND
r-n- -T9'00�00° E 115.2d& As DEt1NEATED BY WP BOWMAN PhD LLAT AGE
(L1WQ USE)ON AUGUST 11,2011
t E� LT EE7d ! EXISTING
OMETER — - -� / — \ - - - - -;-i HOUSE•f-DECK=1224 SQ.FT.
I DW ! 1 ' ! PROPOSED
/POSSEDED =103
%
j,
/ ► ` NEW ADDITION=1046 SQ-FT.
TEST �
y 1046/11917=8.846
HOLE
POSED 2 STORY
4 PRAO OMOrI� ` Q O s i
7 ILP 2 �. G QVARTFRS O tp Uj
W
WATER
T / ST I UNE �p�Y
ce O t Q} O
_ s AtE[t !
® c.7 H61E .� i'-� � euk t9
Ui 2
Q Oa¢. v m 1 LP 3 I ,' 1Y `1 f ` EL lis' 0
4 r ♦ / v ' 1 DARK BROWN LOAM OL
Z o — z4E : o 1.lu
It
J
2 StMSE Q ; W BROWN CIAYEY SAND SC
cis 0 F t _ V 3'
p • , i; i
L DW I
WATZRCINE =. I. f i PALE BROWN FINE
TO MEDIUM SAND SP
Lu
N -racss's9" W 11S.32q►t
i
8I 1 E FLAN id '0iw 4 g EL.0.2' ILT o—
_ Z
SGA4LM 1° = 20'-0° Uce
, 5 ,
caWATER IN PALE BROWN� r
FINE TO MEDiU "
17'
TEST HOLE#1 DATA
McDONALD GEOSCIENCE
.5/20/03
•o:.`ss `�.`a.`s..•s:! '. �8 t6ac*M or- EL 115'
DARK BROWN LOAM OL
_ rte._ EROSION &SEDIMENT CONTROLS
r?til 6' Shall include but not be limited to: BROWN SANDY SILT SC.
4
,mom3•
A well maintained Construction Entrance,
Wire Backed Silt Fencing, stabilization &
11111 lot H Seeding of exposed an>t/ori active soils.
� DRAINAGE INSPECTIONS ARE REQUIRED
a;
Contact TOS Engineering at 765-1560 before PAM BROWN EINE
TO MEDIUM SAND SP
23 May 2017
Re: Martorana-Deep Hole Drive
Building Department
Town of Southold -
Main Road
Southold, NY 11971
ATT: Amanda Nunemaker
This letter is regarding the request for Building Permit for garage forthe above referenced
property. The final grading for both the main house and the Garage addition will be graded
so that they will comply with the Towns code for a two-story,residence.The lower level
will have more than 1/2 its height, measured from floor to ceiling,below average
established curb level or finished grade of land immediately adjacent to the building.
The grading will be performed at the completion of the garage structure and prior to the
final inspection for the CO for the garage.
If you have any questions on this matter please contact me.
Pseph
yours,
Ichetti, PE
BOARD CERTIFIED IN STRUCTURAL ENGINEERING
JOS EPH@FIS CHETTI.COM FISCHETTIENGIMEERINS.COM 63 1 -765-2954
1 72 5 H O B A R T ROAD S O U T H O L D , NEW YORK 1 1 97 1
LWOS-1
SURVEY OF PROPERTY
A T MA T TI T UCK SCDHS REF. # R10-10-0033
TOWN OF SO UTOLD
SUFFOLK COUNTY, N. Y,
1000-115-17-10.1
SCALE. 1'= 20'
JANUARY 21, 2015
FEB. 18, 2015 (B.0.H. in fo.) I j
.L�Tv' SUFFO AGG
FEB. 24, 2015 CONTOUR LINES.)
v 07-21-20162016
NOV. 3, 2015 (PROPOSED ADDI TION) LK A VE
JUNE 20, 2016 (REVISION) N101F Jo
JUL Y 21, 2016 (REVISION) (PUBLIC JOSEPH ZITo
WATER)
SEPTEMBER 21, 2017 (ADDITION FOUNDATION) �� 7
N
ass
��-nd I�
SEP 2 6 N17DD ^� "� TEST HOLE #1 DATA
McDONALD GEOSCIENCE
7i C 5/20/03
FUILL'``G I3I 1G?i.
TOWN OF SOUTk1OLID EL. 11.5'
DARK BROWN LOAM OL
1'
ELECT 79 00 00'�C' BROWN CLAYEY SAND SC
r
METER CC Q EXI5TING G5EPTIG SYSTEM NEpG 5N. ST°CKADEIFENC �i ��W 3'
PALE BROWN FINE
1-1200 AL. CYLINDRAGAL 5EPTIG TANK HEpGE I E 115 20, TO MEDIUM SAND SP
3-8� X 4' DEEP LEACHING POOL /= g,m /
�P� l�'—� EN /-_\ I d - = LANDWARD LIMITS OF TIDAL WETLANDS EL. 0.2'
RAIN RUNOFF CONTAINMENT �}- i OLE 7 Dw i i �� p i FE AS DELINEATED BY WP BOWMAN PhD WATER IN PALE BROWN
EXISTING HOU5E-EXISITING D.W. M TTi 35.B' # °4'N (LAND USE) ON AUGUST 11, 2011 FINE TO MEDIUM SAND SP
PROPOSED ADDITION 1046 5Q. FT. r1 C14 ,L 1 1 34.0 1 I 17'
1046 X 1 X 0.17=178 5Q. FT. O -' /LP2\ 7'
178/42.2 = 4 VF '- > I r�� Q 1 1 w
PKOP05ED 1 DW 84 5' DEEP A \��'�1 w CONCRETE 1 Ix 3 1 co
OR EQUAL METER O 1 1 Of p ai N 1 /Lu
FOUNDATION 11 z y'
IN
WETLAND AREA = 36 SQ. FT. ® -J T/O/F EL.14.68 N N IN 1 w �1
J /
UPLA�JC A'zEA = 11917 SQ. FT. f HOSE12 I ST r�C __ WASTE I i o 1 W
{ V) Z I 1 _ LINE ,I O Z
N
w Q I /� \ WASTE I WATER SUPPLY I w
f5U I LDAI3LE LAND '- I C' 1
Q LP3 � LINE I ' 9.3' �' TEST HOLE #2 DATA
11917
\ - McDONALD GEOSCIENCE
LOT COVERAGE .q. 27.4' 5/20/03
EXISTING m I
STONE
HOUSE + DECK = 1224 5Q.FT. .8. 2 STORY 40'i 1 �i EL. 11.5' 0'
1224/11917 10.3%
WETLANDS w BROWN LOAM OL
PROPOSED n O I 46FRAME Q 0 BUFFS BROWN SANDY SIL M
NEW ADDITION 1046 R4 clq� 1 � HOUSE N o I 1 T L
1046/11917 = 8.8% 19.1% "�I to 1\ cd (fin.flr.el.17.0') I 1 3'
1 A PALE BROWN FINE Z 37'3' �----32'� ONE WALK\\� TO MEDIUM SAND SP
1`�wA`fR CIfyE \ CANT./�-\ U 1 Ld I DOCK EL. 1.2' 10.3'
TNK.
/CF.PROZ
II- =� I WATER IN PALE BROWN FINE
I y
TO MEDIUM SAND SP
Rq�EL W WAL Z
CMFHEpGE O Y 17'
/ O
N 79.40'00.. HEpGE 1 , 1 O 1 , C�
W d END p
'101F- AU, & PA o s s� i ;1
(PUB 1RlClq )""'E, 11$,32' �t
® = MONUMENT LIC WATER)
® = WETLANDS FLAG
® = TEST HOLE
ELEVA TIONS & CONTOUR LINES
ARE REFERENCED TO NA VD '88 of NE!^�
SEPTIC L OCA TION < "`•,,.�----�, �'®
FLOOD ZONES FROM FIRM J610JC0482H 9/25/09 „ „ „
1pANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION ST. 28.5' J2.5'
OF SECTION 72090E THE NEW YORK STA TE EDUCATION LAW.
EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS LPI 53 60.5
47'
ANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION LP2 41' 'JLC N. YS. LIC. N0. 49618
OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. LP3 32' jJ0.5'
EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P CONIC-SURVEYORS, P.C.
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (631) 765-5020 FAX (631) 765-1797
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR NOTE: ST. AND LP.s HAVE UPLAND AREA = 11,917 SO. FT. P.O. BOX 909
WHOSE SIGNATURE APPEARS HEREON. TRAFFIC BEARING TOPS. 12JOT Y . 11971 AVEL STREET
02-191
SURVEY OF .PROPERTY SCDHS REF. RIO-10-0033
A T MA TTIT UCK
TOWN OF SOUTOLD
SUFFOLK COUNTY, N. Y.
1000 i15 i7 lal
SCALE: 1�- 20�
JANUARY 21, 2015
FEB. 18, 2015 (B.0.H. info.) t�O
0�31�ritQt6
FEB. 24, 2015 (CONTOUR LINES) ,, ',, r� •
NOV. 3, 2015 (PROPOSED ADD1 TION)
JUNE 20, 2016 (REVISION) N,�®/• JOSEPH
JULY 21, 2016 (REVISION) (PUBLIC wA )
rn
EXISTING SEPTIC SYSTEM cV
1-1200 GAL. CYLINDRACAL SEPTIC TANK
3-80 X 4' DEEP LEACHING POOL "� TEST HOLE #1 DATA
McDONALD GEOSCENCE
RAIN RUNOFF CONTAINMENT 5/20/03
EXISTING HOUSE-EXISITING D.W.
PROPOSED ADDITION 1046 sq. ft. EL. 11.5'
1046 X 1 X 0.17=178 sq. ft. DARK BROWN LOAM OL
178/42.2 = 4 VF 1
S79*
PROPOSED 1 DW 8'0 5' DEEP MSE car OQ'QQ+•�. o BROWN CLAYEY SAND SC
OR EQUAL
HEDGE 3'IV. ST� �-- 00 Co 3'
t I PALE BROWN FINE
WETLAND AREA = 36 sq. ft. .111"...HEDGe �� i �
11120'5
TO MEDIUM SAND SP
UPLAND AREA = 11917 sq, ft. X _�—""1 ,'�`'�-�y�^ i1 z
11 @g I = LANDWARD UMTS OF 77DAL WETLANDS EL. 0.2' 11.3'
t I s� + D�� i �,o Dc r i a4ni AS DEUNEA7ED BY WP BOWMAN PhD WATER IN PALE BROWN
N (LAND USE) ON AUGUST 11, 2011
BUILDABLE LAND FINE TO MEDIUM SAND SP
11917 sq.ft. o ' j�Pa� �. ABAN pp r
LOT COVERAGE Q �� r„ 2RST4RY® 1` rx z n
EXISTING J A r a ADDITION r w z
HOUSE & DECK = 1224 sq.ft. M20 t i a WITH SLEEPIN(; w I N
PROPOSED 17 10.3 w M � Z ;��-;�, " QUARTERS ` I N i ¢ z o
NEW ADDIMONI - 1046 J fr i N? t\srr-C-- e w
1046/11917 = 8.87 1-+, zin i /� �\ ukE ' o z
19.1% cct t/ N \I'
WASTE I WA'IM sURPLY F 1
Q 3 ( I LP3,i TUNE �• o TEST HOLE #2 DATA
'A• 27.41 yC McDONALD GEOSCIENCE
STONE 5/20/03
m W
12 STORYEL. 11.5' 0'
0. O �4`6'w FRAME a� 4Q' p WETLANDS w BROWN LOAM OL
o UFFE w
I HOUSE BROWN SANDY SILT ML
W - � o
.10 (fin.fir,e1.17.0' 3'
A Z �• ___ 3a 1_ PALE BROWN FINE
shE w TO MEDIUM SAND SP
WA7 'CANT. I DOCK EL. 1.2' 10.3'
HEDGE �, °W i Z t WATER IN PALE BROWN FINE
—� z TO MEDIUM SAND SP
w i
QMF HEpGf N 17'
I `Q�' o
N79040,00"w HEDce t f ti ) -k
d ouq O
N101P AUCE o s oC1
& PA7RICI
t i
(Pus A QEVRIES y 118.32'
0 = MONUMENT UC wa7rR) �z
® = WETLANDS FLAG ��
® = TEST HOLE
ELEVATIONS do CONTOUR LINES
ARE REFERENCED TO NA VD '88
SEPTIC LOCA77ON ''E'" '" '✓'
FLOOD ZONES FROM FIRM J6103CO482H 9/25/09
ANY ALTERATION OR ADD17ION TO THIS SURVEY IS A VIOLATION ST. 28.5 32.5
OF SEC77ON 7209OF THE NEW YORK STA TF EDUCA 77ON LAW.
EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER70CA TIONS LP1 53 60.5
ANY ALTFRATTON OR ADD177ON TO THIS SURVEY IS A WOLA77ON LP2 41' 47 ��`'-y` -cap;
OF SECTION 7209OF THE NEW YORK STATE EDUCA T70N LAW. N. Y. LlC. N0. 49618
EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77F/CA7TONS LP3 32' 30.5 PECONIC SURVEYORS, P.C.
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (631) 765-5020 FAX (631) 765-1797
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR NOTE ST. AND LP.s HAVE UPLAND AREA " 11,917 80. FT. P.O. BOX 909
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No.a WOOD-SCREW saLEw
BASED ANCHOR WITH 1D•OC
21n.EMBEDMENT IENGRI
WINDOWSILL '
TYPICAL WINDOW OPENING No.10 WOOD-. / 1 y O
12'OC
Q
BASED ANCHOR WITH I I I
PANEL SPAN EQUAL OR SMALLER 2m EMBEDMENT LENGTH I 1 I I ( I I I I , I I
THAN 4 FEET 1/41".aa.LAGP.CREWI 1 I I I I T Q w
BASED ANCHOR WITH IV OC I ' ' ( ' DOUBLE DOOR
21n.EMBEDMENTLENGTH - - a
TYPICAL DOOR OPENING Z OPANEL SPAN GREATER THAN 4 FEET MU1l4 D PLYw00D ASSEWBLES FA,STENE0.7YPE: SPACING:2-ETH DF#2 STUDS ITH NLESSS STEE ,b B W�-�E V
AND EQUAL OR SMALLER OTRRGGALE'VINiZEDDDDOLLTSSV//'/WVAS'HEERS BASED ANCHORWITH B'oc
THAN6FEET AND NUTS 02'-0'O.a An.EMBEDMENT LENGTH
Nn.IO WOOD-S(AEEH SLAB TO SIT ON p„1
TYPICAL MULTIPLE OPENINGS 2PAS-EMBNDMENTL N 91 OC
PANEL SPAN GREATER THAN 6 FEET Ln.EMBEDMENT LENGTH '
AND EQUAL OR SMALLER IN1n.a1a.AGRM LED(SE ON WALL O w
BASEDANCHOR WffH 16"OC
THAN 8 FELT 2In.EMBEDMENT LENGM
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL GRADE � O A NF1
AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) •e e . •°, w
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PAYELS WITH A MINIMUM THICKNESS OF 7/16" ° '01
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORYBUILDfNGS.PANELS SHALL BE PRECUT TO 1 f_Off D 2 O
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND ABLE 1609.1.4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIG"'-7RESSURE UPGRADES WHERE APPLICABLE. °,v G 0
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE NARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. e�••<
oD M
ODZ c• —
2'-0" STEP FOOTING
In DOWN AS
Structural Steel Notes
REQUIRED
1. Structural Steel to be 40ksi and ,OSTM-AS132
2. Concrete to be 3500 psi '�
� 2 SCALE: 3/8" = V-O"
3. Steel deck to be Brown-Campbell 2" 18 gage interlocking composite
galvanized deck - DCG -182 or equal
2" on center at irders and all sides
4, Steel Deck to be tac welded 1 g
5. Footings to rest on Undisturbed soil `—
'♦'� W
6. Shop Drawings to be provided to engineer for review. Shop drawings 2x4 FRAMING W
to follow AISC protocols. Steel Detailer to be member of NISD (TYPICAL) Q) Z
�! ;1--1. If required shim base plates with steel shims. 2" GALVANIZED COMPOSITE STEEL DECK z � Z 0)
VERTICAL: 05 BARS e6" OC: W CD 0 N
8. Grout under all baseplates to be non-shrink HORIZONTAL: "4 BARS 612"O(C FF 13.5 FLOOR t0 BE LEVEL „ ---I X _j Lj
p - 8 to QOOco
GRADE (VA Z m = ti
9. Car lift legs to sit above steel girders �—
WSX48 W8X48Fn
•� / I � eD. O O co
LEDGE /1 D Lda' U) .�
LL
:o. / HSS 5"X5"X0.5 COLUMN / e
° 6°X12"X3/4" BASEPLATE a: "4 m 12" EW
PRESCRiPTiVE DESIGN PER R�402, 201E7 (ECC: TOP AND BOTTOM �--► b A : Q'n)
OI D HSS 5,IxE'I,xv.5 COLUMN
FLOOR SPACE R30 CEILING 49 / �'_�" / 611X12""3/4" SEPLATE O
R-VALUE R-VALUE: .•D ./ / �� TOP AND toys ,
Opp
HSS 511X5"X0.5 COU N °• —
*EXCEPTION FLOORS : FENESTRATION 'd 4 ,0 12" EW 6"X12"X3/4" BASED E Aa
IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 'o• TOP AND BOTTOM n
T
DRAWN BY: JF
OO SMALL
o• j (2) 5/8" ANCHOR BOLTS b
GLAZED D 9" LONG (TYPICAL)
e
SLAB (HEATED) (2'PERIMIETER): R10 FENESTRATION NR a . . . .ti.. 4�30�2017
o / .a. .an.,.. .Q. a . ....e....b .b. ...a... .a. �....yr ....�•. .a. ...b. ...d... .Q. .p.. ..ems..
SHCR: -I y • °v e •o 4" CONIC. SLAB c a• •e c °v a o• _
FRAMED WALL 6"6X10-10 LOIRE MESH SCALE: SEE PLAN
R-VALUE: R20 SKYLIGHT s_v" 3X3X12 FTG' (4) 05 BAR 61211 EW
U-FACTOR: 0.55 w/ (4) 05 EW
TYPICAL
BASEMENT WALL OF f�n',I�,
(CONDITIONED SPACE) 15/19 F� SHEET N O..
R-VALUE: r ,
0 ��r
2 SCALE: 3/81I = V-O" :,I,Y �` i !05
'�"r' Y ✓G 10 C,
ENERGY COMPLIANCE SS15NR�'�"
W
W
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: U
GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING {��1
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING w
BUILDING HEIGHT (SEE PLANS)
' in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH _J
• TOP PLATE 10'WALL:4-8d COMMONRAFTER TOE-NAIL w
CONSTRUCTION NOTES
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
CEILING JOIST 8'WALL:3468 COMMON EACH O
Intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in
TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT 1� W
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 ~
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGEA Zj
10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3.
TO RAFTER END NAIL DESIGN LOAD CALCULATIONS W ^
ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-168 COMMON ROOMS(OTHER THAN SLEEPING) 40
END NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 O
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS40
V
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL LTi
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY GAURDRAILSANY DIRECTION SPACINiG NOTES 200 v J F•L�
DESIGNED FOR CAT.C ^ - Fq
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY )
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL
a2-168 COMMONLOAD PATH SEE CONSTRUCTION GENERAL
D PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
4-168 COMMON W
INTERSECTIONS EA.SIDIE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE O
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE \X1 SCHEDULE Fes)
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-168 COMMON EGRESS SEE FLOOR PLANS AND W'1^'':
O.C. NAIL Sym.: .
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at Panel HEADER TO 16"O.C. FACE
ed es and 10"o.c.in the field shall be in accordance with the length requirements sr=cified HEADER 168 COMMON CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
OSMOKE&CO2 DETECTORS AL NG EDGES NAIL O
such as bookcases,shelving,pantry,closets,trims,etc. g
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalis shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST, 2-168 COMMO FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
) FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased"hen LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 res ectivel . QTY. SPACING 20 PSF 130 B SEVERE 3 FT. 11 YES
P Y TO HEAVY I MODERATE
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE
concrete or mason walls occurin in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS'
n' g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: •
Header and/or girder connections shall be attached with uplift connections In accordance BRIDGING EACH TOE
4).Any new concrete walls being attached . existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING Al INTERMEDIATE NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN ThE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be BLOCKING
2-8d COMMON EACH TOE 4'PERIMETER EDGE ZONE 8d COMMON @ 6"0.0 8d COMMON @ 6"O.C. SEE NOTES:1,3
.CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9). BLOCKING TO: EACH TOE W SEE NOTES:1(BOTH FIELDS)
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-168 COMMONINTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON'.C 12"O.C.
6"maximum lifts(layers). NOTE:2 FOR PANEL FIELD
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL ,
GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-168 COMMON JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES lu
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3.8dCOMMON PER TOE
7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTESONLY. ,
N.Y.S.Residential Construction Code.A 6-mil polyethylene firm shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END n
All fasteners,hangers and anchors to be galvinized or stainless steel. 3-168 COMMON ■ii■�
the below grade portion of exterior walls prior to backfilling. g 8 TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches oc.
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood FramingConstruction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members wth G>0.49.For
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nails spacing shall be reduced to 3 inches o.c. W
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the grders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 8 P g
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' z
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE Q)
SHEATHING LOCATION NOTES 'n z
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD V
otherwise. JOINT DESCRIPTION LO
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE Sd COMMON @ 6"O.0 8d COMMON @ 12"O.C. Z T_
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD W � 0)
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON
WALLBOARD 10"O.0.FIELD @ 6"O.C. Sd COMMON @ 12"O.C. SEE NOTE:3 Q N
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. _J X _J
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES Q O O L0
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be ancrored
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QTY. SPACING NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTS ONLY. �� Z m = F,
and blocking where applicable. O I-Z ,
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment reuirements shallr-
5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. O M
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"0.C.EDGE '^
6d COMMO
6).Double up noor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing memlers with Lv JLI
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 il&es o.c. v�
on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD O
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted fc common nails.
other access openings unless otherwise noted(typical). FLOOR SHEATHING:
3).If wall studs,plates or joists are cut out during installation for any plumbing relaed work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTACES FOR NON ACCESSIBLE AREAS.
provide adequate bracing and lases to protect and secure the structure.Verify will the JOINT DESCRIPTION 2.USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVEOATING FOR CONTACT WITH AC
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING ) Q VV
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.G.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 8d coMMo (n
1"OR LESS 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists O
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided cut off all concealed draft openings(both vertical orizont
and to form an effective fire barrier
ier between stories,and between a top story and the he iaf space..
requirements. Fireblockin shall be provided in wood-frame construction in the following locations.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF 8 P g
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements withthe MENTIONED IN SCHEDULE NOTES ONLY.
1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceilir and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not ew.din 10
il).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing P g
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to theGeneral nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walLonstructed �]p
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. D RAW N BY: J f
C
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as our at soffits,
over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings.
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclod spaces 4/30/2017
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code.
to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced sol-168 nail per foot.
3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free8ssage of �//�� /�
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION' flame and products of combustion. SCALE: SEE PLAN
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fiireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Re9ential Code.
I6).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. o� s SHEET N O
2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE' F t�
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE �� ■
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY