HomeMy WebLinkAbout42760-Z PP12'�:lL�
Town of Southold 9/10/2020
P.O.Box 1179
53095 Main Rd
g•IJ o� !t Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41426 Date: 9/10/2020
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 2000 Hobart Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 64.-3-3.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/29/2018 pursuant to which Building Permit No. 42760 dated 6/6/2018
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:
alterations and additions, including covered walkway and pavillion to an existing one family dwellingas s applied for
The certificate is issued to Battaglia,Joseph&Heidi
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42760 8/6/2020
PLUMBERS CERTIFICATION DATED
AA
o ' Signature
1
F
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y _= TOWN CLERK'S OFFICE
o� • 4� 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#: 42760 Date: 6/6/2018
Permission is hereby granted to:
Battaglia, Joseph & Heidi
28 Wilton Rd
Cold Spring Harbor, NY 11724
To: construct additions and alterations to existing single-family dwelling as applied for per
Trustee approval.
At premises located at:
2000 Hobart Rd, Southold
SCTM # 473889
Sec/Block/Lot# 64.-3-3.2
Pursuant to application dated -5/29/2018 and approved by the Building Inspector.
To expire on 12/6/2019.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $326.40
CO -ADDITION TO DWELLING $50.00
Total: $376.40
Buil r
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: 3/ (check one)
Location of Property: DIX0p k/=u
House No. Street Hamlet
---- Owner or Owners of Property: CPS a!KIA C,
Suffolk County Tax Map No 1000, Section_ � Block Lot 3, a—
Subdivision Filed Map. Lot:
�r�
Permit No. l✓ Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one
Fee Submitted: $
cant Signature
pF SOU��®�
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q Sean. us
Southold,NY 11971-0959 y
®fyC®M��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Joseph Battaglia
Address: 2000 Hobart Rd City.Southold St: NY zip. 11971
Building Permit#: 42760 Section- 64 Block: 3 Lot: 3.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Home Owner License No:
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 11 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceding Fan 2 Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect El Switches 6 4'LED Exit Fixtures Pump
Other Equipment, 2_ Mini Fridges,
Notes: Outdoor Kitchen./ Gazebo Wiring
Inspector Signature: Date: August 6, 2020
S.Devlin-Cert Electrical Compliance Form.xls
�aOF SOUryo
* TOWN OF SOUTHOLD BUILDING DEPT.
°ycou765-1802
INSPECTION
EV/]FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] 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:
Ity
DATE INSPECTOR
OF 30Uly06
# TOWN OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] 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 SOUlyO�
* # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION,
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] UNDATION 2ND [ ] INSULATION
[V FRAMING /URA P=M [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
4 DE SOUIyOIo
* TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST _ [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING
[ ] FRAMING /STRAPPING ' [vf FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
L 67 0 V.&J k�, 7
G
0
DATE INSPECTOR
�OF SO//lyOlo Lf 2.,7 6 a 2V
# # TOWN OF SOUTHOLD BUILDING DEPT.'
cnuMv ' 765-1802
INSPECT-ION
[ ] FOUNDATION IST [ ] 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 '0144& �b
REMARKS:
tj�sj-je �- 6,
no to t, A(�-zodn 0.4r— bc -
Aem ea vIt4cr- 4-,o
)i laA &14,t �Wd tv
L/ klop G
112-6 gt>
DATE G Ag U INSPECTOR
o��,oFsouryo H L7 6 0 H U baa
# # TOWN OF SOUTHOLD BUILDING DEPT.
�0 • �o
`ycou765-1802 (BOA+��`��
INSPECTION .
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] 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 0+&0&-e 73?icQ
REMARKS:
f f AfAt--
DATE A INSPECTOR S-- �
jarivary 7; 2019 - \ r ; . AkLHITECTS
'Buildisng;Department
Town of Southold. .
Town`Hall'" Main-Road _
' ; .
' Box 1-179.1 ; _
- Southold,'New-York11971 ,_ y ; '•
Aft u: Building Inspector'
'RE:-200&HobartRoad
Building permit.,No.-42760` t
Sec 64 = = _
x
rRes:`Zone'R-40 =
1 Dear
Please die;advised,-that as the Architect of record on;the above°refereliced',project' ;
I'have;Visitedthe construction-site 'arid''have fami-hirizedyrriyself with the
construction. I can certify-that th'e;workIs-in compliance,with,"the=drawings as-filed.'
witfi-',th 16 n-of Southold;'and all work confo'rms''to--aII appIicable'cod`es'and
regulations.governirig''th,e p-roject:,Fu'rther; I:can,atte'stthat-all requitired strapping,
e downts,;arid arichu�s iiave.`beei'i ihsta,lled it coi,rnp`liantie,with alf an
_d
= : -in_dustry�starid'ards.
"am'able to provid'e,photographs of-the project" hich glearly.sh-ow the'tie downs' ,•'y
;and strappirigs,in;place,if,,required.
IN
Sin e y,` �®V, -A q� .
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34 Audrey Avenue"••Oyster Bay, New'York 1,`177'1'• Tel:, 80`516;922-5.6, �•Faz 5A ro 9'22-,568.3 "
of •
FIELD INSPECTION REPORT DATE COMMENTS
t 0"w M1 iS ow
FOUNDATION(IST)
--------------------------------------
'FOUNDATION
-----------------------------------'FOUNDATION (2ND)
z
ROUGH FRAMING& a
PLUMBING H
INSULATION PER N.Y: y
STATE ENERGY CODE
K7
G
FINAL
A,006 1
L,;K 7 J-,/
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
'J "TOWN HALL Board of Health
SOUTHOLD,NY 11971 Qrts of Building Plans
TEL:(631)765-1802 --Planning Board approval
FAX:(631)765-9502 T� "Ourvey
Southoldtownny.gov PERMIT NO. Z� --ehmk
—Septic Form
-tt➢-SDEC
ustees
Application
---Flood Permit
Examined 20 `—�e&Separate
---T:rnssIdentifiication Form
Storm-Water Assessment Form
l
Contact: �(+rJj�pN 0419 �j i-/4
Approved 20 l Mail to �7 /
Disapproved a/c �/�c,
4 v
Phone l3(f /4 1 V/S,M
Expiration /7 2
nui i Spector
,1 V APPLICATION FOR BUILDING PERMIT
MAY 2 9 201 Date 201?1
INSTRUCTIONS
T f<a hiss in's
l?ca�nMUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
TAX� n toscale Fee nd ordmg to schedule
l '�o"wt"n"g—location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways
c.The work covered by this application may not be commenced before issuance of Building Permit
d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy
f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of a-ppi i&or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises _1 " a,�) f+T'r0q_
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of cor orate officer)
Builders License No. 000
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section Block � Lot 3 ��
Subdivision Filed Map No. Lot
2. State existing use and occupancy of prem�es and intended use and ocqupancy of proposed construction:
Tim-
a. Existing use and occupancy /`6.--s /LI 1"rim-
b. Intended use and occupancy /
3. Nature of work(check which applicable):New Building Addition V Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost ooU Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units_Z_Number of dwelling units on each floor
If garage, number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction:Front /2 r Rear o?® ` Depth
Height /, ° Number of Stories /
9. Size of lot:Front Rear Depth
10.Date of Purchase Name of Former Owner'cu:u:
11.Zone or use district in which premises are situated d
12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO
13.Will lot be re-graded?YES_NO /Will excess fill be removed from premises?YES_NO
14.Names of Owner of premises Address Phone No. 3l 6 7 - S
Name of Architect ZIP Address Phone No
Name of Contractor Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITWAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO
*IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?*YES NO
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
Ss-
COUNTY O��F•.I/��c►S9®`l
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual
signing contract)above named,
(S)He is the
(Contractor,Agent,Corporate Officer,etc)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application,
that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be
performed in the manner set forth in the application filed therewith
Sworn to before me this
10 day ofr' 1 20 1$ l
KEY Signature o pplicant
Alotary u c, tate of New York
No.01H16224731
Qualified in Suffolk County
Commission Expires July 12.X01$
{ Michael J.Domino,President ��OF SO(/�yO Town Hall Annex
John M.Bredemeyer III,Vice-President h0 l0 54375 Route 25
P.O. Box 1179
Glenn Goldsmith Southold,New York 11971
A.Nicholas Krupski G • Q Telephone (631) 765-1892
Greg Williams �cDU
Fax(631) 765-6641
� NTY,��
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 9218A
Date of Receipt of Application: February 23, 2018
Applicant: Joseph Battaglia
SCTM#: 1000-64-3-3.2
Project Location: 2000 Hobart Road, Southold
Date of Resolution/issuance: May 16, 2018
Date of Expiration: May 16, 2020
Reviewed by: Board of Trustees
Project Description: To construct a 6' wide covered walk to a 20'x13' (260sq.ft.)
ramadas with concrete footings and a slate roof.
Findings: The project meets all the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code. The
issuance of an Administrative Permit allows for the operations as indicated on the
survey prepared by Nathan Taft Corwin, III Land Surveyor last dated April 17,
2018 and stamped approved on May 16, 2018.
Special Conditions: None
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code, a
Wetland Permit will be required.
This is not a determination from any other agency.
Michael J. Domino, President
Board of Trustees
09/09/20 10:11PM HP LASERJET FAX p.01
f � � � OO,. Town Hall Amex
Glenn!,olclemitl�,t reaiiclwnt a� a ,t� ,,
Michael J.Domino,Vic ca-t'rrsident 54375 Route 25 T.O.Box 11.78
John M.,Bredevieyer III Southold,Now York 11,971.
A.Nicholas&updd 'la, a `r ` Telephone(631)765-1892
Greg VVilliame ` "' a�dl' Fax(631) 765.6643,
. `dd�
BOARDD OF TOWNTRUSTEES
TOWN 010 SOUIVOLD
CERTIFICATE OF COMPLIANCE
#a Z .7 . Dare: A.. s.1 ?020
THIS CERTIFILS that the s2nstructi�csf a 6' .Nide covered w—v4UQ a 20'x 13'12 fflS— -1
ramad is with-c:oncre a at ngs androof
r� At 20 00 Ht► „t ad South0 d
'Suffolk County Tax Mal)KI-000-6-4:,3,12
\(:onform9 to the application for a Trustees Permit heretofoire filed in this
office Dated f-'gbr4la 23 20punuaat to which Trustees Administrative Permit#9218A
Dated May 16018.was issued and conforms to all of the
requirements and conditions of the applicable provisions of law. The project
for which this certiticate is Wag issuod is
for the cons 0101 of a 6' wi a
covered-,,v to a 20 x"t 3' GP �. _rano with
c oncre tt� n, I l' slate roof.
The certificate is issued to Jos ►kr l3aat Iia owner of'the
oresaid property.
Authorized Signature
� ,.
Scott A. Russell ,��°SUFFQ'rr STOR M WAXIER
SUPERVISOR N �T
� z M[A\I�A\�G�]EI��[]EI�T
SOUTHOLD TOWN HALL-P.O.Box 1179 uT
53095 Main Road-SOUTHOLD,NEW YORK 11971
o Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
- - - - -------
DOlE,S THIS PROJECT T IlNVOLV E ANY OF THE (FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑� A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface. ;
❑R] 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.
C4❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area. a
❑CK E. Site preparation within the one-hundred-year floodplain as depicted i
on FIRM Map of any watercourse.
❑El 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.
f 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
,'NAME. !.1(Y��� Qr��i'6V�6.-1f� ��
Wr„ti ection Block Lot
FOR BUILDING DEPARTMENT USE ONLY
Contact Information6 /�
Telephone Numbed /��XJ'1'n�f�f' ,/VC�/�•// (/I )
• Reviewed By:
Date -5_1Q1 q-143
-
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — —
L” Approved for processing Building Permit.
— — Stormwater Management Control Plan Not Required.
❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review)
FORM * SMCP-TOS MAY 2014
APPLICANT: S.C.T.M. #: 1000 CHAPTER 236
(Property Owner,Design Professional,Agent,Contractor,Other)
6 3 3.a Stormwater Management Control Plan CHECK LIST
�-�-- Section Block Lot
NAME ���`�. Iq' � S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
Pk—Pani
��� ate: * The applicant must provide a Complete Explanation and/or Reason for not providing `
all Information that has been Required by the following Checklist[
I n pc Tdeplrone Number
f
1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel
YES NO NA you ou need additional room for explanations, Please Provide additional Paper.
show all of the following items: P P
a. Location & Description of Property Boundaries lmew TROLS
b. Total Site Acreage. S{ON & licned to:
c, Existing-Natural & Man Made Features within 500 L.F. Shainclude u n Entrance,
of the Site Boundary as required by§23e-17(c)(2). M=E*- Maintained ization
d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. jj,e gacked Sit ive soils.
e. Limits of Clearing & Area of Proposed Land Disturbance. See dina of expose
f. Existing & Proposed Contours of the Site (Minimum 2'lntervals) 0
g. Location of all existing & proposed structures, roads,
driveways, sidewalks, drainage improvements &utilities.
h. Spot Grades & Finish Floor Elevations for all existing & ® O
proposed structures. DRAINAGE WSPEC I IONS ARE REQUIRED
1. Location of proposed Swimming Pool and discharge ring. euntact I OS Engineering at /b!)-lb betore
j. Location of proposed Soil Stockpile Area(s). 0BacRfifl, OK Provide Engineers Certification
k. Location of proposed Construction Entrance/Staging Area(s). O= at-the drainage has been installed to Code.
1. Location of proposed concrete washout area(s).
M. Location of all proposed erosion&sediment control measures, EJ
2. Stormwater 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
rainfall/storm event.
3. Details&Sectional Drawings for stormwater practices are required for approval.
Items requiring details shall include but not be limited to:
a. Erosion & Sediment Controls. ®�
b. Construction Entrance & Site Access. 00
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) TOWN 01?S(=Mal ID
d. Leaching Structures (e. . infiltration basins,swales,etc.)
_-
`A"
FOR ENGINI'l,",EJUNG D �.RTiIMENT USE ONLY* *"
Additional Information is Required.
Reviewed & F� Stormwater Management Control Plan is Not Complete.
Approved By: — — — — — — — — — — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Complete.
Date: ' 3/ / SMCP has been approved by the Engineering Department.
FORM # SWCP Check List -TOS MAY 2014
$uFFpLK BUILDING DEPARTMENT - Electrical Inspector
�O C TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
o ` Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
roper.richert(a-)town.southoId.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: SA 6 - - Date: go -
Company Name:
Name: i
License No.: email:
Address:
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Name: Vag _,a
Address:
Cross Street:
Phone No.:
Bldg.Pernnit#: L/07 7 email:
Tax Map District: 1000 Section: 401 Block: Lot: -�
BRIEF DESCRIPTION OF WORK (Pleaso Print Clearly) r %®
jA
Circle All That Apply:
Is job ready for inspection?: YES NO Rough In Final
Do you need a Temp Certificate?: YES NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A #Meters Old Meter#
New Service- Fire Reconnect-Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection FormAs
S�
�$uEF�K BUILDING DEPARTMENT - Electrical Inspector
�p TOWN OF SOUTHOLD
- Town Hall Annex - 54375 Main Road - PO Box 1179,
a • Southold, New York 11971-0959
4� �ap'`fi Telephone (631) 765-1802 - FAX (631) 765-9502
roger.richert(a),town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: - -- s� . -- ---- --- . - - . -- - . . Date: --
Company Name: 0 a rw
Name:
License No.: email:
Address:
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Name: o .f:) 04-7-1—w G1d
Address: 2&&C> q�v�
Cross Street:
Phone No.: /,On 7r( tolso-yol
Bldg.Permit#: VeR 7 6/ 0 email:
Tax Map District: 1000 Section: 611 Block: 3 Lot: -�
RIEF DESCRIPTION OF WORK (Pleas Print Clearly) r 1�1111-6,li J T
Circle All That Apply:
Is job ready for inspection?: - YES . NO Rough In Final
Do you need a Temp Certificate?: YES 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 Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
�0
Request for Inspection FormAs r /
PERMIT# Address:
Switches
Outletsr
GFI's i(
Surface
Sconces �f.�' r
H H's -w� I
UC Lts
Fans f Fridge HW
Exhaust 11 Oven Dryer
Smokes DW Service
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Mini ) e
Special:
Comments I I JA
s
F
jr*eN � e
oF sov�y®�
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 y�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
June 12, 2020
Joseph Battaglia
P.O. Box 806
Southold, New York 11971
RE: 2000 Hobart Road, Southold
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
le-V aC)
A fee of$50.00.
Final Survey with Health Department Approval.
Plumbers Solder Certificate or Pex Affidavit
Trustees Certificate of Compliance. Town Trustees # 765-1892 ''f— 3—3•a.
a� p ( ) �
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Final Landmark Preservation approval.
Final Elevation Certificate required.
Final Storm Water Runoff Approval from Town Engineer
Spray Foam Insulation certification from a NYS licensed architect or
Engineer
BUILDING PERMIT: 42760-Z addition/alteration
14
s -
twSf �LEY�Tk�t-Y= "ELEv +
srvano
� L per,I D IE .�� . �-r Zakary Hagemann
\ ft--1 e-t by-Ic. �
i. .
+ 1 .� *f 4o i4sr�ucn-*4 34 Audrey Avenue
G!-A' L 5EF OFTtL A� ,6.- I
unto Q/9bCr 5ay,Bay, N.Y. 1
4I:�.,-�t: �__ . . . . � �. � •<. � Tel. 516 ...
DRAINAGE I -922 56a
I _ .�` c '►�`� , ,qp�1\ EROSION&SEDIMENT CONTROLS INSPECTIONS ARE
W Contact TOS Engineering E REQUIRED Fax
51/_`^9M
grS7i�171[T'C - ? // Shall include but not be limited to: gat 765-1560 before �M• 1(� —
�-��t
A well maintained Construction Entrance, Backfill, OR Provide Engineer's
� - -- - Certification
that Backed Silt Fencing, stabilization that fhe drainage has been installed to Code.
'►a+`��
' \ Seeding of exposed and/or inactive soils. APPROVAL OF S
\ o
/2 CONTROL 1OTRMWATER MANi
Date: 3 ode C pb
ApProv d by.
- -
'
7Z7-
i�
GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM:
- SNOW SUFFOLK CCjUNTY DESIGN � _ WINTER 1C€SHIELD
'
LOAD SPEED (MPH CATEGORY WEATHERING FR05T LINE DESIGN UNDERLAY-
` t ' sry.a,i,• DEPTH - TERMITE DECAY T F►,.o MENT- J'FL(;�
OD M
= -
ZONING DATA _
FINISHED PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM -
GRADE
{ SECTION -
THICKNESS OF 7/1 G INCH ( 1 I . I MM) AND MAXIMUM PANEL �.. - BLOCK .::- ...:.__..::.. ..::..._.:ZONE Q.
cOuPLER I'MIN.,2' Ax b ld - 'I SPAN OF 8 FEET (2438 MM) FOR OPENING PROTECTION IN -- '�'r - = '7,8 ::=--sf.� ..•-•.--
POSTS ypGT10N B I , F �.,1 n
(5'MAX.5PACING) 5EG110N A CONCRETE COVER. y ,� I�� � j `` 'x�M�!� +"�' ` �T}
a�MAx. � a ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE '. ". Lot..5lze u(AL:�u)-.--::5,,-z�g---5:f�---'---'--------Lot-width--at-.street:-----.:-:--2„G:2„$' feet
P k MGIC (1) l� h n -►'*1 t� i t-FL1,71 TmP pltwro o vol+-ftdF= 273,-7 FT Mtn,.,--Lot Sizer-;�#v its -�: . # ... - Mtn fat-an�lth-at-Street:- ....._.--feet.. .-.
SECTION SEcnoHB CONCRETE CHIMNEY. PRECUT TO COVER THE GLAZED OPENINGS WITH
TOP
` / !
INLET MIN. , r�t_� ATTACHMENT HARDWARE PROVIDED. PANELS SHALL BE
T01 VIEW ® APPROVED PIPE-PITCHED 20 Required Zoning Regylatlon5: ,
1/8•PERFOOT.! 3 PRE-DRILLED, LABELED AND STORED ON SiTE.
17 '000/x,940 lwoF = 511QC �,.F 7L 3� ,a lea - I '90 �t � p Front Yard: '-' , --'-: _-:._:._ -- - -..::.-::: NiaX tie(gilt::_..._35'( t”?+.D-.PoLlt�1T). .
+qE{4)S I�IE "FV D1rf W�1L5 - koGi-) IOt XCot 1,1/fL4T Tnp = 41o,, FTS Rear Yard:.. 5�:� - -: :._.._.._."_::: Eave._rlelght:.. 1�f.4
1 000 ® x �ir.y Side Yard: Ist....._
Max-Volume: 4)
JOINING 5ECTION5 10000 " Total 5ide.yard5 3S':
MAX. It�1Zr'a4=r pIiwEprt� .... . . _. .- .._.".- __ _ .
25'-0• Acce5so re ufrement!5..,- -� - .-Front: i,1 p
FLOW •L�L ',/a��5 y,IEu„s� WINDBORNE DEBf�IS PROTECTION FASTENING iy'-' � __-.__._.._.._..,..-.-._ -- �
'- '+ SCHEDULE FOR WOOD STRUCTURAL PANELS. Lot Coverage:
U_J 2 ylaY�a= Go E�\, x I Z o 5 x 40 �•nf a fOkL: GO FTl' 4U p��..�t N) Max:--FART.. .E�J k+;..__.._. ........ : ::.. . Rear: hl 111•. . . .:
Pl1w,OE(2) r-tm)rE b� Wfws - e rA' X 3`'-V w/ -Ft�'f Tn9 =78,Z f 'l Pu-*4 -
BEDDING DETAIL J W U o h , ` @ \ EXistmg Dwelling
ANGLE FIRST STAKE TOWARDS �*mwr U1 - N Op 1' ELL -h 650r�^ I��1 2 FEET < 4 FEET < G FEET < FImt Floor:.---. -- s.f.. Deck: _ _ -s.f.
4'VERTICAL FACE O
PREVIOUSLY LAID BALE, (l1 o 0 Y FASTENER PANEL
0 1 PANEL PANEL PANEL ° Garage: s:f. Patio: _-
Q i g o ��k aa:•r o D�"1' t \I_ I.- In t X Ixep W I f-�i rbp TYPE SPAN SPAN SPAN SPAN
LEACHING SECTIONS �, < 2 FEET Second Floor: - s.f.'_ . Porch:
O > - < 4 FEET < G FEET < 8 FEET
> - v DC _ .
CS I I z REFER TO DRY WELL ( M SSI�a Acce55b ry Building: - s.f. - - ---Porch:'
_
o Is f.
DRAINAGE AREA NO MORE THAN y4 ACRE PER 162 FEET OF STRAW BALE m LEGEND FOR DIAMETER _ - ' . 2. 112 ##G WOOD IG IG 12 9
FLOW FOR SLOPS LE55 THAN 25%. AND DEPTH. `� SCREWS
(i)-, 16 6w00 lr lraa W44�`GI��-/;?I �?�} . Existing BUlldmg Setbacks:
\ BOUND BALES PIACEDON CONTOUR. REFER TO = _... Front Yard: : SIGIe""Yard.:_.._.. .____..._..,-_SEGde--Yard: :: :Rear Yard:.
WOOD
5CHEDULF ;1--- _._-,_,.�- '" 2 / 8 IG IG IG 12
2 RE-BARS,STEAL PICKETS.OR 2'X2•STMZ5 EX
` I I— s'MIN. „ - �°`� t' ..e - ' ''- SCREWS
I'-G'OR 2'-0'IN GROUND,DRIVE STAKES FLUSH g g g .,, ._,_- : g
WTTH.BALES. NOTE: - .
- - ' . .ka t�l'zp't.,l,►�'i,.l. 1•fv E���. 1f� � ��!��'I-�=1 ::::-,S��r+ Sting Ea t1el�=
istin uI m ei t: -1ye." =_- ExrStln, VQlvme: .
V MIN.PENETRATION FOR 51: 1 INCH = 25.4 MM, I FOOT = 304.8 MM, I POUND = 0.454 KG,
. BALES SMALL PLACED AT THE TOP Or A SLOPE OR INTO A VIRGIN STRATA I MILE PER HOUR= 0.44 M/S EXi5tin Lot Covera e % -'- --Existln FAR: - - %D
'r 1
WITH ENDS SLIGHTLY ABUTTING THE ADJACENT BAL.ESAT THE CONTOUR AND IN A ROW HIGH 5EA50NAL GROUNDWATER. OF SAND AND GRAVEL. (ZG a ig I+I CJr OS I
: `t,�'�/l�tL / C"� pdUu F c'��c�'Iz sb�t`I�4- =,59 S8 +'31GI = G Z'{s} g g_: ' �_
2. EACH BALE SHAH BE EMBEDDED IN THE 5OIL A MINIMUM OF(4)INCHES AND PLACED BACK FILL MATERIAL TO BE CLEAN 5AND AND GRAVEL. I I l J L� A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3-5ECOND GUST)OF 130
50 THE 51NOINW ARE HORIZONTAL. GZ 7 4 x' 3 rc,�lt r,0 0- IC-- +8•!n C-1' I` e + MPH AND MEAN ROOF HEIGHT OF 33 FEET OR LESS. Exi5ttng lnlperylou5 5UrfaCe5:
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR U-BARS otal LQt
DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD L TYPICAL LEACItING POOL 1 I �► e> = + 3 i
i
THE PREVIOUS L(MD BALE AT AN ANGLE TO FORCE THE BALES TOGETt1ER- STAKES SHALL 1 a X I � IST B. FASTENERS SHALL BE INSTALLED AT-OPP05ING ENDS OF THE WOOD STRUCTURAL Yard:
BE DRIVEN FLUSH WITH THE BALE. F -Front _--
X
_ 4,0. ANEL i
- 1� C. WHERE SCREWS ARF ATTACHED TO MASONRY 09 MASONRY/STUCCO,THEY SHALL Proposed Addltion(5):
I(, Q3 ,0 hh'` > 1665,ri i T BE ATTACHED UTILIZING VIBRATION-RESISTANT A OPs HAVING A MINIMUM
T • G �" - w- - ESeheek-Software-Software -4„g,n ! WITHDRAWAL CAPACITY OF 490 POUNDS. IrSt Floor: "' ._ . :5:f:.. " Deck: - 5.f.
Compliance Certificate � c , i< .LoL_ t> ► Gar #'
.-
Garage: s:. Patio:- 5 f
- - - ,1. Second Floor: s:f. -Porch:-
T "tom -=
rj PROTECTION OF EXTERIOR OPENINGS. Accessory Building:- - S.f. Porch: _ 5:f:
Project Title:Ener Calculations for Entire Residence I +
' - Proposed Residence Totals:
Energy Code: 2007 York Energy Conservation ..,..,;� - --...- ....,....... iL.t.��.-.._._._ .. 1 .. -
Cons Code First Floor: s.f;:.:.:.."_.. Deck:.. ....
Location: Suffolk Cou New York
Construction Type: Detached T or mlly
Heating Type: Non-Electric
GarageCT •:\. 113 s'f:": ot.I ..Path: dao S:f.
�ting�reeo s o (—Az Second Floor: '3(o 17 - s.f. FLWT'. ..Porch:... .. ::._ ' �4
-5.f.
Acce55ory Building: -eD- s:f. - -yioe--&jp -Porch: 3¢b 5.ftf.
Construction Site: Owner/ nt: D.3sign Ha omann Ar GV4 q 0 Cj,Ti
Be I9 Residence Iakary Hagemann Architects
Compliance: Maximum UA:WS Vou A:1359 Propose dins Setbacks: 4
.Side_Yard:+�14-57 �..Rear.Yard: -?fo
vi!
I
-t Ya
Cellfng t:Flat Ceilings Scissor T ss 4835 30.0 0.0 .. 189 Proposed BL►Ilding I leight:.. '+ 2; :' ' ---:- '.._:._..Proposed Eave-height:
"N
Wall 1:Wood Frame,16'o.c. 6556 19.0 0.0
Wirdaw 1:Metal Frame with ermal Break:Double Pane wth 1173 0.320 375 -7--
Low.E \, ILli-C- '4 Ia .t~ �.t'C }•4It.{-1 .!/. Pro o5ed Volume: - c.f. Maximum Allowable.Volume:
Door 1:class Tzo 0.340 245 w ,t
p ��'�
Door 2:84d 130 0.390 51 'I�,1•' (+s' I"" r•' "'' I'{Ir" I �arj:,
Floor l:Wl-Wood ' russ:Over Unconditioned Spew 4156 30.0 0.0 137 1177.08'
• G �ePro osed Lot Covera e °90 Pr used FAR: . %
°- 3 .1< � 7�,,.3Z �� p g- � - 'i-3-:S °p
�7 A K__
The proposed ding represented in this document Is consistent with the buildk+g aarre,apedflcatiorLs,and other ceta,latlons submitted '� N . r K....
wIN this pe Ppiicatlan.The proposed systems have been designed to meet the 2 New Yak Energy Catservatbn Constrtrctlort ,. " `^ .,. 5�u ,
code requi N.When a Registered Design Professional has stamped and sign page,tltey are attesting that to the best or Idafier b' �.---- - -••--•- 2�•,hl Proposed Impernous Surfaces:
knowded" t. esskxW judgment,such plans or spout t. are in pliance with hs Code. ��
I 4 /� � � �'"`'-' u.- , 8q Total Lot: N��.. .. .
,,/ ......----_ -�... ,•, Front Yard:'tt �....._,._ --.
N •Tie &grlalu Date _ .. ..,..._._...-,
THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE CHAMBERS SHALL MEET ASTM F 2418-05"STANDARD �`� 42
�/�-
THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED ��'`+ "mow 2
BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR WALL STORMWATER COLLECTION CHAMBERS".
EARTH AND LIVE LOADS,WITH CONSIDERATION FOR -GRANULAR WELL GRADED SOIUAGGREGATE
IMPACT AND MULTIPLE VEHICLE PRESENCE. MIXTURES,<35%FINES. COMPACT iN 6 IN
M310 CHAMBER LiFTS TO 95%PROCTOR DENSITY. SEE THE �- _ `� 2 t
TABLE OF ACCEPTABLE FiLL MATERIALS.
3/4"-2"(19 mm-51 mm)CLEAN. 1' -_• _. `�
CRUSHED,ANGULAR STONE SC-310 END CAP
AASHTO M288 CLASS 2 ..-.._...-... / _
\`�,. '� 12eVi51ons
NON-WOVEN GEOTFJRILE ' AII__ n
PAVEMENT ! _� �• . . \ \� No, nate nercrlption
ITf /' r _ __-..: ._, - 1-1., �. 11-1e I � 1.3 f it> . l00% 465
FOR UNPAVED INSTALLATION WHERE :.\ 96"(2438 mm)
\ 4
RUTTING FROM VEHICLES MAY OCCUR MAX. ;' �`"` ...2..-. .Q�b --ice - - ' �--�.+A'6''Ia
INCREASE COVER TO 24 INCHES(610 mm) • ^' y.,, \ `- 4 .�
I 18"(457 mm)
! MIN.
—I 6 (152 mm)MIN. JI( ~ \ \ \ \
400
16*
(406 mm)
DEPTH TO BE % ` �'
DETERMINED BY ��
DES(6 152 mm)MIN. \. �\
R�1.tll.i?ftam`� 17G�C�
I�I�I � I=I � I=� I I=III�I_I I-I I (—► ► 1— III—�I� I I—I I .I 1 .I ►1=1T=I I 1=1 I— r*"' � __,. �. I / /,r/ �'��_....'�� j. �i �~, \ �,� ,�
r� yam-
�—III,—II � I � _ � �� 4 _ ,bw�• � \� "°,:
6"(152 mm) 34'
DESIGN ENGINEER IS RESPONSIBLE FOR MIN. (864 mm) 12 (305 mm)TYP.
ENSURING THE REQUIRED BEARING CAPACITY OF
SUBGRADE SOILS' ~ �' / �4 i ( ( D�t�• \` \ \ \v �Y ^�.
THIS CROSS SECTION DETAILS THE REQUIREMENTS NECESSARY TO SATISFY THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD
--- \\ \
L
BRIDGE DESIGN SPECIFICATIONS SECTION 1:2.12 FOR EARTH AND LIVE LOADS USING STORMTECH CHAMBERS
_ __ _-_ `f 1 1;' - S o f e +k 4 t�W til I IMie - \
� %_ . _- ,- X11.•. . ^.- ,..,, ,-.•.. / � +►( \ � - `, In I�� ILoF^I J �/\
gTORMTECHSTANDARDDETALMSt:LAM M SC-310 STANDARD CROSS-SECTIONSa
StonT
sTORM,ECN STANDARD DETAILS TSU DESEDEAATERECOMMENDATIONS REG FOR WSTALLATION ICATIOORt IS THE STANDARDDIMENSIONSOF STORL1rEgt PRODlICT6. -.....�....- SCALE' NTS `/ •` O" / `vim �r�, n
STORIAECH DETAAS 00 NOT SUPERSEDE ANY STATE OR LOCAL REGULATORY SPECIFICATIONS.R THE RESPONSIBILITY q'THE CONSlLTMO A,Ourac"1,°,mr uts 4lviope„wtl• / —•-.- ,_. II `` \ \ , -\\`` l�/ 1 _
ENGINEER TO ENSURE COMPLIANCE w1TN ALL REoutAToRY SPEc3FIOAnoNS.STORMTEOH HAS NOT AUTH(WaEo,AND IS NorRESPONStaLF FOR ANY DATE: 11-7-08 \\
ALTERATIONS BY OTHERS TO STORMTECH STANDARD DETAILS, / '-"
DRAWN BY:JU3
CHECKED: •4".se ~-- �,,'� \� pllb( )
w
�,, � � _� _ : •r - , , �, - i _- . -1415 .. �� p SIL ��a-4 � Zabry Hagemann Aoox�fi�;�
NOTE:VENT MAY ALSO BE CONNECTED �
- r ti �►�,�L F . 14Z b I . AU_ �' I� 34 AudreyAvenue
TO PERFORATED PIPE IN STONE ABOVE � 1 �
CHAMBER OR INSPECTION PORT CUT-OUT
00 �W-TN. W,.. - \, �Q * I$ I �b °F 4%!•{ST -11G.'Ckat-� "" �� l
-�- _ ��. � - �. ,�� �. ► 6 Star bay, N.Y. 117'71
000,
Tele 516-,922-,%._ C?L)
GRANULAR WELL GRADED SOIUAGGREGATE MIXTURES,
<35%FINES. COMPACT IN 6" 152 mm LIFTS TO 95°/D ��� '' �� I �fl^•I kupl D-- o !'
( ) Fax 516-922-5683
PROCTOR DENSITY.SEE THE TABLE OF ACCEPTABLE
FILL MATERIALS iN STORMTECH'S DESIGN MANUAL, 7� ITdf~"( '�✓`TST "1 A`� �' ,, 1•_�- "~~ tl ` - " ��� {/
INSTALLATION MANUAL,OR WWW.STORMTECH.COM. 1^i`
�STI'•iTIL(T'i .. ... , - '• \ - tJkki:-l-•- :�._.. 7iy:. , �
a. I �'�°' -- , �l • .-,'Q�' 'Qhs '•.\d�j1/ .
NO
FOR UNPAVED'INSTALLMTIONSWHERE•; _I I_I�I— _._ IR•t I`�.' -_._.. .-. ' \ .� r`I • _ _ .
.'RUTTING FROM VEHICLES MAY OCCUR,.a�
16" F'.� °': INCREASE COVER T024-(310mm)96
(457 mm) M /
2438 mm
P ♦ ♦ P � A P
( P
9
) P
a
V'
L I �
J
MIN.
IS
MAX. -{
1
O
LoT ��� tal.Gl.1 "'("k�;.l5 � cs4
�.►pt;�E-tc� Ler a s3, �8 S,Ft
\ , ° , 1 I 1°
3/4"-
C
/4"
'2"(19 mm-51 mm)CLEAN, AASHTO M288 CLASS 2
1��*X LvT La.tE' < � .2<s x 5 3,203 = 10,! t SP, / �� � J:.C �t-E • / ' 4 G 71
CRUSHED,"ANGULAR STONE.DEPTH NON-WOVEN GEOTEXTILE _ _ : o o - _ \ _ / , `
OF FOUNDATION STONE TO BE ° s° °° °° o° o° °° ° °0
a�► u.11 �13t /�� I?? IST I :1�-Ig1 rr ,� '1 � -r, �Y� ► i` � 7
DETERMINED BY DESIGN ENGINEER' i .
- -1-- + `�T° 1,x^0 114a. I C -t.G i f152s. S F \ 1Q31 -X27-
IIIIII
I I Il11 ll f l!I I T I PO 9 4. 6F O`
-I I I_ITi_Iii.�Ti-1 \ l..cs, e ISI o
- E � 3�Q _
P�
CHAMBER seo� Gc'XA(X Nob SF (SIJ tflk� 1A4_
DESIGN ENGINEER IS RESPONSIBLE FOR J AND ENDPLATE 4DVC �� 1{e SF Lice' 1
ENSURING THE REQUIRED BEARING
CAPACITY OF SUBGRADE SOILS* rtp
f�
!?�sE��� ,k•S Sao �F � � ��T1�'
.ol tas' 4!;
at Ct' (�si1.4 15� at=
SEE STORMTECH DESIGN MANUAL � � -_•,_-�-:, .. " """"' ., -
- ( -
VENT DIAGRAM-OPTION A ctivis�
STORMY"STANDARD DETAIL DISCL"Vt �w��.,,,,� ���.^e,..�„..�`.. -
r
STORMrlVt LSTANDARDDETALS DEMONSTRATERECOMMENDATIONS FORINSTALLATION AN"STANDARD DIMENSIONSOFSTORMTECH PRODUCTS. %— SCALE: NTS L--""', - `''....-.-�'`•,, '{(i�""y�
STORMTE040VAU DO NOT SUPERSEDE ANY STATE OR LOCAL REGULATORY SPECIFICATIONS.R IS THE RESPONSIBILITY OF THE CONSULTING LteAetocv U.—W -d-- -w"f--... ."`�'-"•- �-"-•----r----._..-_.
4
ENGINEER TO ENSURE COMPLIANCE WITH ALL REGULATORY SPECIFICATIONS.STORMTECH HAS NOT AUTHORIZED.AND IS LVOT RESPONSIBLE FOR ANY DATE: 11-7-08 `'•,_-.'-'•' .,-• ,,,,,,,..,-" - '
ALTERATIONS BY OTHERS t0 S70RMTECH STANDARD DETAILS A°-'-„",4•,,y DRAWN BY:JLB IJP 1 -
" 1 1 (`(=�' '`�- WIND SUBJECT TO DAMAGE FROM: iCE SHIELD
CHECKED:
1 - � iw- GROUND SEISMIC WINTER
SNOW SUFFOLK COUNTY DESIGN DESIGN UNDERLAY- FLOOD
SSM�•T STA)p-4� LOAD CATEGORY WEATHERING FRO5T LINE TERMITE DECAY TEMP. MINT HAZARDS
SPEED (MPH) DEPTH REQUIRED �raVy1{ �1�; Checked Pq:
QTS 45# 120 MPH C SEVERE 3 FEET MODERATE/ SLIGriI / I I"F YE5 N/A
HEAVY MODERATE
Scale; nate:
m
w project fde; ��`�,'`` �'QAV -e nrawinq 10c: � j
p r � Project No, nrawinq No,
PROF OSED 51NGLE FAMILY DWELLING
15ATTAGLIA RE51DENCE " — : —�e _�� A—
V, "tiff "ONS 1 • �, ..
1720 MOBART ROAD 5OUTHOLD, NEW YORK rr�,� ®� $
!,�lIIPEtUtt•`\�
U
fn
Q
f
PROVIDE-(5)8d NAILS NOTE: SECURE PLY WOOD TO
RAFTER W/8d NAILS AT
EACH END OF-I a"X 20 6"O.0 WITHIN 48'OF
GAGE STRAP @ I G" RIDGE.
O.C.WITH A CAPACITY, RIDGE VENT
AP ED AS NOTED OF 800 LBS. "`—�j RIDGE r
SECURE CfOE NAIL)ROOF RAFTERS ^ �
DATE: B•P.# , fsy L� TO RIDGE Wl 4- 16d NAILS.
(�I /J VARIES(SEE ELEV.)
FEE: G'=„t BY: MIN I°CLEAR Zakat
Ha emann Associates
NOTIFY
BUILDING DEP NT A f SPACE AT
765.1802 $AM TO 4 PM FOR THE y
FOLLOWING INSPECTIONS: RIDGE BEAM VAULTED
SECURE TOGETHER GEEING 34 A u c#I-ey Avenue
PER MANUFACTURER.
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE Oyster Bay, N.Y. 1771
2. ROUGH FRAMING & PLU, REFER TO PLANS FOR SIZES OF: Te I. . 516-922-5680
ROOF RAFTER5, RIDGE BEAMS
3. INSULATION
4. FINAL - CONSTRUCTION MU8 - AND coUARrIEs. Fax. 516-922-5683
BE COMPLETE FOR C.O. '
• • TYPICAL RIDGE TENSION STRAP DETAIL •
ALL CONSTRUCTION SHALL ME THE
ns
REQUIREMENTS OF THE CODES F NEW
YORK STATE. NOT RESPONSIBL F'CIR R@VISDat
•
_ ,1 - No. Date Description
DESIGN OR CONSTRUCTION E ORS. ,
COMPLY WITH ALL CODES f= •- -�---- — - ����� ��
NEW YORK STATE & TOWN C DES _. ^—_._.+ _
15 rbc
AS REQUIRED AND CONDITIO JS OF __ --- r„ ; yam► - --
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OCCUPANCY 0`7
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D�AIN.4Ct=(NSpr-CTIONS ARE REQUIRED
Contact TOS Engineering at 765-1560 before I
Backfill, OR Provide En IneA ( --�T��[tf�-�- �k� ._ _ -��� _. __...�''` --- ---- --- - _... ... .�-- .'(}-�Ifi� 1c�_ �'�•�°��T�that the g er's Cer60 b i I — ±� :_ ' e �I -_fie,-rpt-� ::, r._._ - a I� _ _... _ ._.....-.. _ ---- G►1
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