HomeMy WebLinkAbout38384-Z Town of Southold Annex 12/812014
P.O.Box 1179
1 54375 Main Road
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37317 Date: 12/8/2014
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 680 Rabbit Ln, East Marion,
SCTM#: 473889 See/Block/Lot: 31.-18-15
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/18/2013 pursuant to which Building Permit No. 38384 dated 10/3/2013
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:
one family dwelling with deck as applied for per ZBA#6640, dated 4/18/2013.
The certificate is issued to Frizzi, Richard
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0040 11/28/2014
'ELECTRICAL CERTIFICATE NO.. 38384 9/3/2014
PLUMBERS CERTIFICATION DATED 10/7/2014 K&K Plumbing/Heating
�&AzedAignat&e
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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#: 38384 Date: 10/3/2013
Permission is hereby granted to:
Frizzi, Richard
680 Rabbit Ln
PO BOX 87
East Marion, NY 11939
To: Demolition of.a Superstorm Sandy-damaged home and construction of.a new single
family dwelling as applied for per SCHD, Trustees, DEC and ZBA approvals. With flood
permit.
At premises located at:
680 Rabbit Ln, East Marion
SCTM # 473889
Sec/Block/Lot# 3.1.-18-15
Pursuant to application dated 9/18/2013 and approved by the Building Inspector.
To expire on 4/4/2015.
Fees:
DEMOLITION , $251.20
SINGLE FAMILY DWELLING ADDITION OR ALTERATION $519.20
CO -NEW DWELLING $50.00
e $100.00
Total: $920.40
Building I spector
TOWN OF SOUTHOLD
e� BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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#: '37795 Date: 2/11/2013
Permission is hereby granted to:
Frizzi, Richard
680 Rabbit Ln
PO BOX 87
East Marion, NY 11939
To: electric service.
At premises located at:
680 Rabbit Ln, East Marion
SCTM # 473889
Sec/Block/Lot# 31.-18-15
Pursuant to application dated 2/11/2013 and approved by the Building Inspector..
To expire on 8/13/2014.
Fees:
ELECTRIC $85.00
Total: $85.00
Building Inspector
Form No_6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-.1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must b.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 ofelectrical 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 Carchitect or engineer responsible for the building.
6. Submit'Planning Board Agproval-of completed,site plan requirements.
8. For eXlsting buildings(prioHo 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 lnspector'shall state the reasons therefor in writing to the applicant.
C. Fees
I. 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- $106.00
3. Copy of Certificate of Occupancy-$.25
4_ Updated Certificate of Occupancy- $50.00
.5. Temporary Certificate of.Occupancy-Residential$15.00,Commercial $15:00
Date.
New Construction: X Old or Pre-existing Building: (check one)
Location of Property: n
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No I000,'Sectio.n � �/: ' "'Block /� Lot / 5—
` Subdivision 2 / :Piled Map. Lot:
Permit No. 3"� 3$`f Date of Permit. /0 Applicant:
Health Dept Approval: Underwriters Approval
Planning Board-Approval: .
Request for: Temporary:Certjficate• Final Certificate: V (check one) .
Fee Submitted:$
Applicant Signature
pF SOUIyOIo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G • roger.riche rt(dD-town.Southold.ny.us
Southold,NY 11971-0959 'Q
couffm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Frizzi
Address: 680 Rabbit Ln City: East Marion St: NY Zip: 11939
Building Permit#: 38384 Section: 31 Block: 18 Lot: 15
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: East County Electric License No: 1005-e
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200a Heat gas Duplec Recpt 23 Ceiling Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 7 Smoke Detectors 1
Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps
Transformer AppliancesP24
Dryer Recpt Emergency Fixture Time Clocks
Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS
Other Equipment: 200a over head service, 2-combination smoke/co detectors, 2-exhaust fans,
2-paddle fans,5-ARCfault circuit breakers
Notes:
Inspector Signature: Date: Sept 3 2014
81-Cert Electrical Compliance Form.xls
o
Town Hall,53095 Main Road O� ® Fax(631)765-9502
P.O_Box 1179 �' Telephone(631)765-1802
Southold,New York 11971-0959
BUILDING DEPARTMENT OCT 2 � 2014
TOWN OF SOUTHOLD
BLDG.D�-pr.
rovtillr
HDCD
CERTIFICATION
Date: 17 1 Ll
—7
Building Permit No.
Owner. !'Y i Z.Z 1
(Please print)
// � X23 s 1—Yr►I°
Plumber. ISe llir„ 114–"Cf.I
(Please pri td) j-�—
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
A
(Plumbers Signature)
Sworn to before me this
day of .2C-(q ) 4
Notary Public, County
CAROL HMELL
NOTARY PUBLIC-STATE OF NEW YORK
NO.01 HY6189695
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES 06/30I20_�
• pf SOUlyolo
�D `ycoAl
urm, '
hj TOWN OF .SOUTHOLD BUILDING DEP
765.1802
-INSPECTION' ..
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ CODE VIOLATION [ ] CAULKING
. REMARKS:
DATE ` CYC I
INSPECTOR
3 e3jF ���,oF so�lyo
ate-- hO,'I
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTI N ... .,
[ ] FOUN ATION 1 ST [ OUGH PLUMBING
[
IF NDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: cc-t.
IV p
t
DATE `S
INSPECTOR .
�o��,oF soolyO�
�o
TOWN 'OF'SOUTHOLD BUILDING DEPT.-
765-1802
INSPECTIO
[ ] FOUNDATION IST [ ] R H PLUMBING
[o]
FOUNDATION 2ND [ -INSULATION
[ ] FRAMING /CSTRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ J FIRE SAFETY INSPECTION
[ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] C LKI
0
REMARKS:
1
d Cx 7,k--,'
o L
o
DATE INSPECTOR
Of SO(/jy��
v
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION *
[ .] FOUNDATION 1 ST [ ] ROUGH PLUMBING
[ ] 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
G
��COUNI'1
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION ,.
[ ] FOUNDATION IST [ ] R GH PLUMBING
[ ] FOUNDATION 2ND [ SULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE.& CHIMNEY . [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ J CODE VIOL TION [ ] CAULKING `
REMARKS:
DATE INSPECTOR �
LATHAM
SAND 6 GRAVEL, INC.
35180 Route 48 •P.O.Box 608•Peconic,NY 11958
Office(631)734-6800•FAX(631)734-2318
December 3, 2013
Spitaliere Construction Mgmt. Corp.
PO Box 552
Southold;NY 11971
Re: Frizzi Residence—Rabbit Lane, East Marion NY
Piliniz Certification
Piling driven for building foundation as follows:
• All piling located by surveyor asper piling plan of Joseph Fischetti, P.E. dated
6/9/13:
• Piles used were 10"butt, 1.0# CCA-C treatment, 12ft minimum penetration.
• All piles driven by drop hammer, hammer weight of 2500 lbs. Total drop 22
vertical feet in enclosed lead. All piles in excess of 15 ton ultimate capacity
based on ENR formula.
All piling were driven on October 30 thru November 4,2013.
s of NEw
Np. Ho Respectfully submitted,
,off
077435 John D. Hocker, P.E.
Vice President
JDH:mgl
Marine Construction•Dredging•Precast Cesspools•Gravel•Fill•Topsoil 9 Excavating and Land Development
� • t • r 1
mm
ROUGH
• •PLUMING �.
--- V,�
INSMATION PER N.Y.
STATE ENERGY CODE
r,
-ADDrrioNAL c6mwmNTs
s
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,-NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 O Survey
SoutholdTown.NorthFo rk.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined ,20 Siorm-Water Assessment Form
3 1 Contact:
Approved ,20 Mail to:
Disapproved a/c
Phone:
Expiration qlV ,20
E G E E Building Inspector
PLICATION FOR BUILDING PERMIT
SEP 18 2013, "
Date 911 - , 20 /
BLDG.DEPT, INSTRUCTIONS
TONIN OF SOOHOLD
ton ST be completely filled in by typewriter"or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building,Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work. •
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall ekpire 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 ulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or n740Aii&U4141
if a corporation)Ale «l
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises n.6 f Z7iG
(As on the tax roll or latest deed)
If applicant i.s a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed wor will be done: s� �J
/KoZA
House Number Street Hamlet
County Tax Map No. 1000 Section U l Block Lot �c5^
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 2__G' �
b. Intended use and occupancy Itlay
3. Nature of work(check which applicable):New Building /K Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 0Z:;,&>� Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units 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: a' / 4- - Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
t.!1 N 1 932
8. Dimensions of enti ne oristruction: Front a/c/ Rear � c99,rWDepth
Height E24AgL12 Number of Stories o2
9. Size of lot: Front �� Rear C/0 �f/r Depth /05
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated ' 4"
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X ,..
13. Wiff lot be re-graded? YES NO 7\ Will excess fi)1 be removed from premises?YES NOX
as
14.Names of Owner of premises Address Phone No.
Name of Architect 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 ✓5f�
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES K 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)
COUNTY OF
Gtr eGt O 1���
being duly sworn,'deposes-and says that(s)he is the applicant - - -
(Name of individual signing contract)above named,
CONNIE D.BUNCH
Notary Public,State of New
Yolfc
(S)He is the Nn OiBU6185050
(Contractor,A nt, Corporate Officer,etc.) rualified in Suffolk oun
tV
Commission Expires April 14,2a�D
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 th'
1 day of 20'
Notary Public Signature of Applicant
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�
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.tea„" �x � � ate' •�r:nyp,^ ^.«r�tAF'" �"¢, ,.,
James F.King,Presidento��OF soUryol Town Hall Annex
Bob Ghosio,Jr.,Vice-President 54375 Main Road
� � Q P.O.Box 1179
Dave Bergen Southold,New York 11971-0959
John Bredemeyer G Q
Michael J. Domino Telephone(631) 765-1892
COu '� i ' Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
COASTAL EROSION MANAGEMENT PERMIT
COASTAL EROSION PERMIT #8160C
Applicant/Agent: Patricia C. Moore, Esq.
Permittee: Richard Frizzi
SCTM#: 31-18-15
Project Location: 680 Rabbit Lane, East Marion
Date of Resolution/Issuance: May 15, 2013
Date of Expiration: May 15, 2015
Reviewed by: Board of Trustees
DESCRIPTION OF ACTIVITY: To demolish remains of residence, decks and sanitary
system; construct new 18'x36' two-story (903sq.ft.) single-family dwelling with a 96sq.ft.
deck; and 200sq.ft. patio landward of bulkhead; retain existing garage; construct new
gravel driveway, water lines and sanitary system landward of proposed dwelling; and as
depicted on the site plan prepared by Chorno Associates Architects, last dated March 4,
2013, and stamped approved on May 15, 2013.
INSPECTIONS: Final Inspection
SPECIAL CONDITIONS: (apply if marked)
In accordance with Chapter 111-15 Erosion Protection Structures:
N/A A maintenance agreement is attached hereto and is a necessary.special
condition of this permit.
BY: )AO-6- CZ4
James F. King, President
Board of Trustees
John M. Bredemeyer III, President �*OF SO(/ryO Town Hall Annex
Michael J. Domino,Vice-President
,`O l0 54375 Main Road
P.O. Box 1179
James F. King,Trustee Southold, New York 11971-0959
Dave Bergen,Trustee G
Telephone(631) 765-1892
Charles J. Sanders,Trustee OIyCOUN� Fax(631) 765-6641
D E C E V nn
E
BOARD OF TOWN TRUSTEES I
TOWN OF SOUTHOLD NOV 13 2014 ..
CERTIFICATE OF COMPLIANCE BLDG. DEPT.
TOWN OF SOUTHOLD
#
1071C Date: November 12, 2014
THIS CERTIFIES that the demolition of residence decks and sanitary system;
construction of new 18'x36' two-story_(903sq ft.) single-family dwelling with a 96sg.ft. deck;
and 200sq ft patio landward of bulkhead; retaining of the existing garage; construction of new
gravel driveway, water lines and sanitary system landward of dwelling
At 680 Rabbit Lane East Marion,New York
Suffolk County Tax Map # 31-18-15
Conforms to the application for a Trustees Permit heretofore filed in this office
Dated.April 22, 2013 pursuant to which Trustees Wetland Permit#8160 Dated
May 15, 2013 and Coastal Erosion Permit#8160C Dated May 15, 2013 were issued
and conform 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
demolition of residence decks and sanitary system*, construction of new 18'x36' two-story
(903sq ft) single-family dwelling with a 96sq ft deck; and 200sq ft patio landward of bulkhead,•
retaining of the existing garage*, construction of new gravel driveway, water lines, and sanitary
system landward of dwelling.
The certificate is issued to RICHARD FRIZZI owner of the
aforesaid property.
Authorized Signature
New York State Department of Environmental Conservation
Division of Environmental .Permits, Region 1
SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409
Phone: (631)444-0365 -.Fax:.(631)444-0360
Joe Martens
TIDAL WETLAND LETTER OF NON-JURISDICTION Commissioner
May 2, 2013
Mr. Richard Frizzi
915 Panama Court Apt. B3
Marco Island, FL 34145
Re: UPA#1-4738-00754/00009
Facility— 680 Rabbit Lane SCTM#1000-31-18-15
East Marion (Gardiners Bay)
Dear Mr. Frizzi:
Based on the information you have submitted, the New York State Department of
Environmental Conservation has determined that:
The referenced property, landward of the bulkhead more than 100 feet in length and
constructed prior to 8%20/77, as evidenced on the Aerial Image Resources photograph dated.
4/24/76 and shown on the survey prepared by John T. Metzger dated 1/14/1.3, is beyond
Article 25 (Tidal Wetland)jurisdiction.
Therefore, in,accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR
Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that
no construction,- sedimentation or disturbance of any kind may take place seaward of the tidal
wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility to
ensure that all necessary precautions.are taken to prevent any sedimentation or other
alteration or disturbance to th.e ground surface or vegetation within Tidal Wetlands jurisdiction
which may result.from your project. Such precautions may include maintaining adequate work
area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide
construction area) or erecting a.temporary fence, barrier,or hay bale berm.
Please be further advised that this letter does not*relieve you of the responsibility of obtaining
any necessary permits or approvals from other agencies.
Sincerely,
Laura J. S vazzo
Deputy Permit Administrator
cc: P. Moore
BOH-TW
File
BOARD MEMBERS OF S 0 g,� Southold Town Hall
Leslie.Ka*s'.Weisman,Chairperson �� �lyo 1 53095 Main Road•P.O.Box 1179
Southold,NY 11971-0959
- Office Location:
Gerard P.Goehringer Co- Town Annex/First Floor,Capital One Bank
George Horning 54375 Main Road(at Youngs Avenue)
Ken Schneider Olij' U Southold,NY 11971
http://southoldtown.northfork.net
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel.(631)765-1809•Fax(631)765-9064
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF APRIL 18,-20.13.
ZBA FILE: 6640
NAME OF APPLICANT: Richard Frizzi SCTM#1000-31-18-15
PROPERTY LOCATION: 680 Rabbit Lane(Private Road)(adj.to Gardiners Bay), East Marion,NY
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated March 1.9, 2013 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town.of Southold Town Code and the Local.Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated March 25; 2013. Based upon the information
provided on the LWRP Consistency Assessment Form submitted to .this department, as well as the records
available to.us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards
and therefore is CONSISTENT with the LWRP, EXCEPT for the Proposed Patio being proposed in the CEHA
which.is INCONSISTENT with LWRP policy standards and therefore is 'INCONSISTENT with the LWRP.
However,the applicant has agreed to reduce the size of the proposed patio to less than 200 square feet,thus making
it consistent with the LWRP policy.
PROPERTY'FACTS/DESCRIPTION: Subject parcel is a non-conforming 3,596 square foot lot in the R-40 zone
district. It is improved with a 1 story frame house with attached deck (storm damaged) and an accessory frame
garage. It.has 27.40 feet of frontage on Rabbit'Lane (Private Road), 103.60 feet along the northern property line,
40.96 feet on Gardinei s Bay and 113.45 feet along the southern property line as shown on the survey dated January
14, 2013 prepared.by John T. Metzger,LLS.
BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article XXII Section
.280-116B and the Building Inspector's March 1, 2013 Notice of Disapproval based on anapplication for building
permit for construction of a new single family dwelling: 1) less than the.code required minimum single side yard
setback of 10 feet, 2) less than the code required minimum combined side yard setback of 25 feet, 3) less than the
code required minimum rear yard setback of 35 feet, 4) more than the code permitted maximum lot coverage of
20%, 5)less than the code permitted bulkhead setback of 75 feet.
RELIEF REQUESTED: The applicant requests a variances to demolish and reconstruct a new single family
dwelling with a rear yard setback of 28 feet where the code requires 35 feet, a single side yard setback of 6 feet
where the code requires 10 feet, a combined side yard setback of 16 feet where the requires 25 feet and lot
f
Page 2 of 3—April 18,2013
ZBA File#6640-Frizzi
SCTM: 1000-31-18-15
coverage of 29% where the code permits a maximum of 20%. Additionally, the applicant is proposing a 17 foot
setback from the bulkhead where the code requires 75 feet.
ADDITIONAL INFORMATION: The applicant proposes to build a new two story dwelling to replace the one-
story dwelling that was destroyed by hurricane Sandy in October of 2012.This Board asked for comments from the
Southold Town Trustees and in a memo dated April 3, 2013, the Trustees stated that the proposed on-grade patio.
located within the CEHA is not to exceed 200 square feet as per Chapter 111-Town of Southold Coastal Erosion
Hazard Area Law; and it needs to be constructed with pervious material in its entirety to prevent storm-water
runoff and erosion. An e-mailWas received from an adjoining neighbor with concerns.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on April 4;2013,at which time written and
oral evidence were presented. Based upon all testimony, documentation,personal.inspection of the property and
surrounding neighborhood,and other evidence, the Zoning Board finds the following facts to be true and relevant
and makes the following findings:
1. Town Law 4267-b(3)(b) I Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The neighborhood consists of pre-existing non-conforming
waterfront parcels with dwellings and accessory structures, all of which have multiple non-conformities, similar to
the subject parcel and to what the applicant proposes:
2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than area variances.The pre-existing non-conforming subject parcel is narrow and
shallow with a pre-existing non-conforming accessory structure located in the front yard which eliminates any
location where a dwelling may be proposed and not require area variances.
3. Town .Law &267-b(3)(b)(3), The five area variances granted herein are mathematically substantial. 1) The
proposed rear yard setback of 28 feet represents a 20% relief from the code required 35 feet. This substantiality is
mitigated when considering the proposed rear yard setback will be in more conformance with the code than that of.
the previous pre-existing rearyard setback of 15+/- feet. 2)The proposed side yard setback of 6 feet represents a
40% relief from the code required 10 feet.This substantiality is mitigated when considering the proposed side yard
setback will be in more conformance with the code than that of the previous pre-existing side yard setback of 4.5
feet. 3)The proposed combined side yard setback of 16 feet represents a 360,46 relief from the code required 25 feet.
This substantiality is mitigated when considering the proposed combined side yard setback will be in more
conformance with the code than that of the previous pre-existing combined side yard setback of 9.2+/7 feet. 4)The
proposed bulkhead setback of 17+/- feet represents a 77% relief from the code required 75 feet. This substantiality
is mitigated when considering the proposed bulkhead setback will be in more conformance with the code than that
of the previous pre-existing bulkhead setback of 7.5+/-feet. 5)The proposed lot coverage of 29%represents a 45%
relief from the code permitted maximum of 20%.This substantiality is mitigated when considering the proposed lot
coverage will be in more conformance with the code than that of the previous pre-existing lot coverage of 36%.
4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code and additionally, the
applicant installed a new bulkhead.
S. Town Law 4267-b(3)(b).(Q. The difficulty has not been self-created. The hurricane destroyed the pre-existing
non-conforming dwelling.
Page 3 of 3—Apn"1 18,2013
ZBA Ae#6640-Frizzi
SCrM: 1000-31-18-15
6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of constructing a new dwelling, while preserving and protecting the.character of the
neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Goehringer, and
duly carried, to
GPANT,the variances as applied for, and shown on the architectural drawing prepared by Angel B. Chorno, R.A.,
sheet No. SK/1, dated 2-14-13, last revised 3-4-13, and the survey prepared by John T. Metzger, L.S., dated
January 14,2013', Subject to the following condition:
CONDITIONS:
1: The proposed patio in. the Coastal Erosion Hazard Area shall be less than 200 square feet and be
constructed with pervious materials, so as to mitigate storm water runoff and erosion.
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit, and may require anew application and
public.hearing before the Zoning Board of Appeals.
Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any current or future
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Vote of the Board: Ayes:Members: Weisman(Chairperson), Goehringer,Horning,Schneider. This Resolution was duly adopted(4-0).
Leslie Kanes Weisman- Chairperson
Approved for filing /M /2013
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FFQ
Scott A. Russell d°s� 'r.00, James A. Richter, R.A.
SUPERVISOR Michael M. Collins, P.E.
z
SOUTHOLD TOWN HALL-P.O.Boz 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971
Telephone#: (631)-765-1560 a. Fax#: (631)-765-9015
MICHAEL.COLLINS@TOWi .S?UrO�� -.1' JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US
�jj Office of the Engineers - r�
OCT. =.a 2013 U Town of Southold I U �� n
STORMWATE b,
� ;AGEMENT CONTROL PLAN REVIE CSE -S REE .b ;
TO BE COMPLETED BY THE APPLICANT )
BLDG. DEPT. i
TOWN OF SOUTH i
TO: ENGINEERING DEPARTMENT PLEASEATTACH TIE FOLLOWING D000DIT5 or INFORMATION.
FROM: BUILDING DEPARTMENT 3_/Copy of completed Application for
Building Permit
DATE: �` /7•- 3
❑ Stormwater Management Control Plan
APPLICANT:
❑ Completed Chapter 236 Stormwater
S.C.T.M. *: /000 Review Checklist
PROPERTY ADDRESS:
BRIEF PROJECT DESCRIPTION:
�A-d S
-!5;Zndu 6�_ rM
* * FR ENGI G DEPARTMENT USE ONLY****
Reviewed By: Date: )d Z 3
I V1 APPro6nal
Additformation Required:
gUfFOiq c
DATE:
{ CHAPTER 236 APPLICANT:
st®rmwater Review Checklist S.C.T.M.M
PHYSICAL ADDRESS:
Stormwater Management Control:Plan Requirements Yes No NA If No or NA,Please Provide Additional Information
1. Plan drawn to scale of not less than 60 feet to the inch showing:
a. location and description of property.boundahes
b. total site acreage -g! X /03.
c. existing and natural and man-made features on and within 500 feet ✓ '
of the site boundary as re4uired in§236-17(C)(2).
d. test hole data indicating soil characteristics:and the depth to water
e. proposed limits of clearing and the total area of proposed land
disturbance
f. existing and proposed contours of the site(minimum 2' interval)
g. location of all existing and proposed structures,roads, driveways, /
sidewalks,drainage improvements and utilities
h. spot grade and finished floor elevations for existing and proposed
structures
i. location of the swimming pool discharge.ring
J. location of proposed soil stockpile area(s) GS
k. location of the proposed construction entrance/staging areas
1. location of the proposed concrete washout area
in. location of all proposed erosion and sediment control measures
2. Plan includes calculations showing that the stormwater improvements
are sized to capture, store and infiltrate on-site the runoff from all
impervious surfaces generated by a two=inch rainfall
3. Detail drawings(rcquired,.for..plan approval)provided for:
<s
a. erosion and sediment controls
b. construction entrance
c. inlet-structures(e.g. catch basins,trench drains,etc.)
d. leaching structures(e.g., infiltration basins,swales,etc.) f-
REVISED 7/24/2013
1
. pF SO(/r�o
Town Hall Annex Telephone(631)765-1802
54375 Main Road N ,F�vc(631)765-9502
P.O.Box 1179 O roger.richert(d-fown.southold.ny.us
Southold,NY 11971-0959
Q
OUNTI,Nc�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: ,rl�G �1 �1 � 1LL Date: X;6�6 ?, Z01
Company Name: a; (uf- �
Name:
License No.: 3y�_
Address: 2 47V-r"ck Iv.y 119sz
Phone No.. ��(� _ �/7 - 41
JOBSITE INFORMATION: (*Indicates required information)
*Name: P,l`6hg 0 '25 rk,ZZi
*Address: �� F-4bbi`7- L�•�E �>�rrt.942��.y
*Cross Street: i
*Phone No.:
Permit No.:
Tax Map District: 1000 Section: _ Block: _ Lot: 5)
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection: /I-E'S> NO Rough In Final
*Do you need a Temp Certificate: / NO
Temp Information (If needed)
*Service Size: 1 ase 3Phase 150 200 300 350 400 Other
*New Service: Underground Number of Meters Change of Service Over ead
a-conne NI V
Additional Information: PAYMENT DUE WITH APPLICATION
Ul
q
82-Request for Inspection Form `��
CC&
Town Hall Annex
54375 Main Road 'elephoue(631)765.1802
P.O.B=1179 ger d-ched a. W S 7 o riy Us
Southold,NY 11971-0959
Nil,
,
Cie ✓
BUR DM DEPARTMEI'T -
.� TOWN OF SOUIHOUD _
APPLICATIONS FOR ELECTRICAL INSPtCTION, g
REQuES-TED BY., 0 CQ Q �"L Date:
company.Name: L C
S c v`
arae:
'cense:Pia::
�4dd rens: r� 5 O uT N 0 1 (� Q-T- 1
Phone-No
JOSSITE INFORMATfOK! •(*jndicate-S required information)
'Et�laf ne_
p90 _
*Adcfress: rq bb ,
*Cross Street -
*Phone No.:
P Permit No.:
Tax Map District: .1000 Secfioh: Block. Le
*BRIEF DESCRIPTION OF WO (Please PAnt Cle ariy� ;
kou A /AS e� y
�
(Please.Circle All That ApplYj'
*Isjob ready foulnspectlon: YES NO Row In Final-
*M you need a Temp Certificate: �/ NO X�
Tern .-Information �If ae '` "'
p _ E cried} - M�
*Service Size: 1 Phase. 3Phase, 100 15a 200 30(r 350 400fd'thew Service: Re-connect Underground . Number of Meters Change of ServiceAddManalinformation: PAYMENT DUE WITHAPPLICATION- ���
APPLICATI( N
PACE 1 �( a
TOWN OF SOUTHOLD
I,LOODPLA.IN DEVELOPMENT PERMIT APPLICATION
This form is to be filled out in duplicate.
SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sign):
1. No work may start until a permit is issued.
2. The permit may be revoked if any false statements are made herein.
3. If revoked, all work must cease until permit is re-issued.
4. Development shall not be used or occupied until a Certificate of Compliance is issued.
S. The permit will expire if no work is commenced within six months of issuance.
6. Applicant is hereby informed that other permits may be required to fUIErll local,state and federal regulatory
requirements.
I
7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable
inspections required to verify compliance.
8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO
_ THIS APPUCATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE.
Pf ��G"r te%.w�/CYrT2I j
(APPLICANTS SF((J*ATUR DATE-
SECTION 2 PROPOSED DALOPMENT(To be completed by APPLICANTT
NAME ADDRESS TELEPH NE
APPLICANT r
fZ.�l.. ,� fir,�z. F�,,",o Z�•8��t i
BUILDER
Ic!�epi! �I Z 2 / /,f Ap 60Y
ENGINEER `
_T.�.A
i
PROJECT LOCATION: i
To avoid delay in processing the application, please provide enough information to easily identify the project
location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the
distance to the nearest intersecting road or well-known tandmark_ A sketch attached to this application showing
the project location would be helpful.
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FDP(93)
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APPL.IC.41'10r:
PAGE 2 OF ,t ---
DESCRIPTION OF WORK (Check all applicable boxes):
A. STRUCTURAL DEVELOPMENT
I
ACTIVITY STRUCTURE. TYPE
C>/New Structure O Residential (1-4 Family)
❑ Addition O Residential (More than 4 Family)
❑ AJteration ❑ Noo-residenual (Floodproofing? ❑ yes)
❑ Relocation ❑ Combincd Use (ResidenuaJ & Commercial)
❑ Demolition P ❑ Manufactured (Mobile) Home (In Mauu-
O Replacement factured Home Park? ❑ Ycs)
ESTIMATED COST OF PROJECTS S
DO rri "`
B. OTHER DEVELOPMENT ACTIVITIES:
ofHFill ❑ Mining O Drilling EY"G rading
❑ Excavation (Except for Structural Development Checked Above)
❑ Watercourse Alteration (Including Dredging and Channel Modifications)
Urbrainage Improvements.(Including Culvert Work)
O Road, Street or $ridge Construction
O Subdivision (New or Expansion)
❑ Individual Water or Sc%V;r System
O Other (Please SpecifY)
After completing SECTION 2, APPLICANX should submit form to Local Administrator for review.
SECTION 3 FLOODPLAIN DETERMINATION (T•o be completed by LOCAL ADMINi TRATOR
The proposed development is located on FIRM Panel No._ Dated
The Proposed Development:
O Is VLocated in a Special Flood Hazard Area (Notify the applicant that the application
review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED).
O Is located in a Special Flood Hazard Arca.
FIRM zone descipoation is
100-Year flood elevation at the site is: Ft. NGVD (MSL)
O Unavailable
O The proposed development is located in a floodway.
FBFM Panel No. Dated
❑ Scc Section 4 for additional instructions.
SIGNED DATE
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APPLICATION �.
PAGE 3 OF a
SECTION e ADDITIONAL INFORMATION REQUIREt) (To he comnlctcd by LOCAL ADMINI$TRATORI
I
The applicant must submit the documents checked below before the application ran be processed: j
O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot
dimensions and proposed development.
❑Development plans, drawn to scale, and specifications, including where applicable:details for
anchoring structures,proposed elevation of lowest floor(induding basement), types of water
resistant materials used below the first floor,details of noodprooftng of utilities located below
I
the first floor and details of enclosures below the f►rst floor.
Also
❑Subdivision or other development plans (If the subdivision or other development exceeds 50 i
lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations
if they are not o(hcrwisc available).
O Plans showing the extent of watercourse relocation and/or landform alterations.
❑Top of new FLU cicvation Ft. NGVD (MSL).
O Floodproofrng protection level (non-residential only) FC NGVD (MSL). For j
floodproofed structures, applicant must attach certification from registered engineer or
architect.
O Certification from a rcpstercd engineer that the proposed activity in a regulatory floodway
will not result in any increase in the height of the 100-year flood. A copy of all data and
calculations supporting.?-his finding must also be submitted.
❑ Other:
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SECTION 5 PERMIT DETERMINATION (To be'completed by LOCAL ADMINIS-I'RATOR)
I have determined that the proposed activity. A-O Is i
B.❑Is not
in conformance with provisions of Local Law , 19___-. The permit is issued subject to thr, conditions
attached to and made part of this permit.
SIGNED DATE
If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated
fee.
If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. APpltc3-nt may
revise and resubmit an application to the Local Administrator or may request a bearing from the Board of
Appeals.
f.
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4
APPLICATION a
PAGE a OF a
APPEA-LS: Appealed to Board of Appeals? O Ycs O No
Hcaiing date:
Appeals Board Dc6sioo --- Approved? ❑ Yes ❑ No
Coodilioos
SECTION 6• AS-BUILT ELEVATION (To be submitted by APPLICANT before Certificate of COMPliancc
is issued
The following information must be provided for project structures. This section must be completed by a
registered professional engineer or a licensed land surveyor (or attach a certification to this application).
Complete I or 2 below.
1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard
Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is:
FT. NGVD (MSL).
2. Actual (As-Buds) Elevation of floodproofing protection is FT. NGVD (MSL)-
.
NOTE: A.ny work performed prior to submittal of the above information is at the risk of the Applicant.
,SECTION 7• COMPLIANCE AMON (To be completed by LOCAL ADMINISTRATOR),
The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to
ensure compliance with Lbc community's local law for flood damage prevention.
INSPP-CTIONS: DATE BY DEFICIENCIES? ❑ YES O NO
DATE BY DEFICIENCIES? O YES O NO
DATE BY DEFICIENCIES? O YES ❑ NO
SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR)
Certificate of Compliance issued: DATE: BY:
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Attachment B
SAMPLE
CERTIFICATE OF COMPLIANCE
for Development in a Special Flood Hazard Area i
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(
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA
(OWNER MUST RETAIN THIS CERTIFICATE)
I
PREMISES LOCATED AT: PERMIT NO.
PERMIT DATE
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OWNERS NAME AND ADDRESS: CHECK ONE: j
O NEW BUILDING
O EXISTING BUILDING
O VACA1\7 LAND
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THE LOCAL ADMINISTRATOR IS TO COMPLETE A_ OR B. BELOW:
f
A. COMPLIANCE IS HEREBY CERTIFIE<D WITH THE REQUIREMENTS OF
LOCAL LAW # , 19
SIGNED: DATED:
I
B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19_,
DATED AS MODIFIED BY VARIANCE #
SIGNED: DATED:
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C/C(93)
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U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008
National Flood Insurance Program Important: Read the instructions mn pages 1-9. Expiration Date: July 31, 2015
SECTION A–PROPERTY INFORMATION
Al. Building Owner's Name RICHARDFRIZZI PbIidy-Nuffib6r.`:`
A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.
680 RABBIT LANE
a P41.
City EAST MARION State NY ZIP Code 11939
A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.)
1000'31'18'15
A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.)RESIDENTIAL
xa. Latitude/Longitude: Lat.41 DEG 07MIN 27.8SEC Long.72DEG 19MIN55.2SEC Horizontal Datum: [] NAD 1927 OO NAD 1983
AO. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
AT Building Diagram Number b
A8. For obuilding with anmw|ap0000,eno|ooure(o): . *S. For abuilding with unattached garage
�
o) Square footage vfomwop000v,onuooure<$ �92 sq ft u) Square footage ufattached garage sq ft
u> Number vfpermanent flood openings inthe om~|upoco u) Number n,permanent flood openings inthe attached garage
o,onc|unure(o)within 1.Vfoot above adjacent grade __ within 1.ofoot above adjacent grade
n> Total net area«rflood openings inxo.0 __ sq in o} Total net area o,flood openings in*e.0 ____ sq in
u) Engineered flood openings? [] Yea Z No u) Engineered flood openings? [] Yes [] No
SECTION B–FLOOD INSURANCE RATE MAP RINFORMATION
Bl. NFIP ommunity Name&Community Number B2.County Name B3.State
SOUTHO D,TOWN OF 360813 SUFFOLK NEW YORK
B4.Map/Panel Number B5. Suffix B6. FIRM Index Date B7.FIRM Panel B8. Flood B9.Base Flood Elevation(s)(Zone
36103CO177 H Effective/Revised Date Zone(s) AO,use base flood depth)
09/25/2009 AE EL6
Bl 0. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9.
[] FIS Profile 0 FIRM [] Community Determined [] OthexGnvmm:____
o11. Indicate elevation datum used for aFsinItem a9: []mGvo1eoe DD wAvo1oou [] Omor/Oounm:____
s12Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? [] Yes Zwu
Designation Date: [] CBnG [] Opx
SECTION C G ELEVATION |NFORMAJ|ON (SURVEY REQUIRED)
Cl. Building elevations are based on: [] Construction Drawings* [] Building Under Construction* 0 Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations–Zones*1_*oo.AE,AH,A(with aFs).VE,v1–vuo.v(with ors).AR,ARIA,*nx\s.*nx\1_A3o.xRw.H.aR/AO.Complete Items Coo–x
below according to the building diagram specified in Item AT In Puerto Rico only,enter meters.
Benchmark Utilized: . Vertical Datum: NAVUJ88
Indicate elevation datum used for the elevations initems o)through x)below. OwGvo1ouV DDwavo18O8 OOmer/Ouuom:____
Datum used for building elevations must uothe same oothat used for the ors.
Check the measurement used.
o)Top o,bottom floor(including basement,c,aw|opoco.u,enclosure floor) 18.2 ODfeet El meters
h)Top ofthe next higher floor 18.4 QQfeet [] meters
c) Bottom ofthe lowest horizontal structural member(vZones only) — []feet El meters
u)Attached garage(top of slab) — []feet []meters
o) Lowest elevation o,machinery o,equipment servicing the building 10.2 0*uat EI meters
(oaoonua type of equipment and location in Comments)
f) Lowest adjacent(nnivxwu)grade next tobuilding(LAG) 3.8 DD feet []momm
g) Highest adjacent(nn|axou)grade next tvbuilding(HAG) 5.4 @Ufeet []mmam
h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 3.6 0faet El meters '
SECTION D–SURVEYOR, ENGINEER, ORARCHITECT CERTIFICATION
This certification is to be signed and oeo|ou by o land oumoyu, engineer,or architect authorized by law to certify elevation
ELEVATION CERTIFICATE, page 2
IMPORTANT: In these spaces,copy the corresponding information from Section A. UFOR;.INSPNCE COMPANYJJ, SE
Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy.Number: } Y;
sy . ,
680 RABBIT LANE
City EAST MARION State NY ZIP Code 11939 tCompany NAIL Number
SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner.
Comments
Signature Date 10/09/2014
SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE)
For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B,
and C. For Items E1—E4, use natural grade,if available.Check the measurement used. In Puerto Rico only,enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade(HAG)and the lowest adjacent grade(LAG).
a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG.
b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor
(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑ below the HAG.
E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑ meters ❑above or❑below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G.
SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)
or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑Check here if attachments.
SECTION G—COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G
of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO.
G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement
G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑ meters Datum
G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum
G10.Community's design flood elevation: ❑feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
❑Check here if attachments.
FEMA Form 086-0-33(7/12) Replaces all previous editions.
ELEVATION CERTIFICATE, page 3 Building Photographs
See Instructions for Item A6.
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
680 RABBIT LANE
City EAST MARION State NY ZIP Code 11939 Company NAIC Number:
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions
for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side
View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as
indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
l„
8
r ..
1
.,.. .
3`
tli lr�y�M( �
FEMA Form 086-0-33(7/12) Replaces all previous editions.
ELEVATION CERTIFICATE, page 3 Building Photographs
See Instructions for Item A6.
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
680 RABBIT LANE
City EAST MARION State NY ZIP Code 11939 Company NAIC Number:
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions
for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side
View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as
indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
G
FEMA Form 086-0-33(7/12) Replaces all previous editions.
ELEVATION CERTIFICATE, page 4 Building Photographs
Continuation Page
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
680 RABBIT LANE
City EAST MARION State NY ZIP Code 11939 Company NAIC Number:
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and "Rear View", and, if required, "Right Side View' and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
0 r
FEMA Form 086-0-33(7/12) Replaces all previous editions.
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Town Hall Annex Telephone(631)765-1802
54375 Main Road Ac Fax(631)765-9502
P.O.Box 1179 G • O
Southold,NY 11971-0959 'Q
October 6, 2014 BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Spitaliere Construction Mgmt. Corp.
P.O.Box 552
Southold, New York 11971
RE: 680 Rabbit Lane, East Marion (Frizzi)
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Survey with Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 411/84)
C+1 Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Punning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT: 38384-Z New Dwelling
� - 6( v
- Top of Wall EL 6.5
ROPER T Y i _ GRADE
SURVEY OF P
AT EAST MARION #s REAR A 12'
rr o.c.
TO WN OF SO UTHOLD .3 REBAR m
1r.o.c.
SUFFOLK COUNTY, . N. Y. p' 0 SPLICE
#3 REBAR a • GRADE EL 3.3'
T.
E.W. 3.
1000-31-18-15 _ rt 3-0
12•
SCALE. 1'= 20'
36.
JANUARY 14, 2013 #3 REBAR m 10'EACH WAY
PROPOSED RETAINING WALL
APRIL 19, 2013 (test boring 8 revslon) CONC. = 35,0,0 PSI'
APRIL 23, 2013.(prop, :(rouse) STEEL .60 kS)
JUNE 3, 2013 isepflc system) STEEL TO 8E L_o�
EPDXI COATED
NOTE,.
SUBSURFACE SEWAGE DISPOSAL
BhGINEER.S CERTIFICATIONREM '�
� � _ SYSTEM DESIGNd RETAINING WALL
TEST BORING S mi-,T P.E. OR—R.A.CERflFIG1TlON �,�� �'( l4�' BYj JOSEPH FISCHETTI, P.E.
b McDonald Geoscfen 1725 HOBART ROAD
4109/13' FOR I i LLIAtTIOy AN ON TRUCTION +" �� �,�; ,c�
2 SOUTHOLD, N.Y. 11971
0.
0.
Mixed Sand a R FINAL PPAL.
Loom, FO AR USE FORM WW a�"�J'
3.4, .. .
Water In Mixed
Sandbt
61
;
Water In Brown
Organic Sandy cy ' 9
Wnter in Brown
Fine to Coarse ��' g0' ` •y '
Sand SW
13' CES y ,� '�• n gar , �^ :
SUFFO.K GOLNTY DEPARTWK0F 8 y .- ud;: <�
9 p a
x' ��
rt 7 ii. OF CDS iN>N'Ot A
PEPM..t. FOR APPAL
� •q � .�� , N 0,13-�� •y
APPR
r 4
cj i
FOR AXIh OF3 EDROOMS
'Q'EOF AlPAOV�►1•:. 9 Vii ._ ti0
off`'
rtes
A f ro
A�PATI4N INSPECTION
RED . ti0 f ��•
FOR SANITARY$Y yoG�,�
HEALTH DEP' .. ENT ,
NEW SEPTIC SYSTEM �� 9. ''.�• �`� �
r!�
.1- 1000 GAL PRECAST SEPTIC.TANK °
/
.�. 3- LEACHING GALLERIES (LG) ,4.75' x 8.5'
I� 2' DEEP WITH 3' SAND COLLAR 2'
X.
ABOVE GROUND,WATER'
tz)�_ CG�Y>7GU' Vii/
O¢ NES
�?� donment of existing Sam stem must' t o
J + o mance with departmenu irement Mit
RAIN RUNOFF CONTAINMENT !� `pl ed form WWM- as p��.. �Q
PROP. HOUSE 578 sq. ft.
GARAGE - 248 sq.ry. .No �o �, Ro
Hous v
824 sq.l1. �� Pv Fin—Fir.. . L 8 T.W. ELa&
824 x 1 x 0.17 - 140 'Cu.lt. EL es " . IN. GR..
140/42.2 - 3.3 VF
PROVIDE 2 DWs 8'0 x 12''deep. or a al I �'" r �' .
EXISTING HOUSE T.O.BE REMOVED SHOWN.HEREON IE s'2 1s ST IE `6..ib L.G. L4q'4 5 4. 4.3 4 2. 4 1 4.0
2'MIN. 2'MW 2 ApN.
WE1 .ANDS AT MHWM. AS PER BRUCE ANDERSON .OF
GROUND WATER EL 0 RET. WALL
SUFFOLK ENVIRONMENTAL CONSULTING INC. JAN:16, 2013 . NEW SEPTIC SYS OSSECTION
ELEVA 770NS ARE REFERENCED TO
NA'VD.'88 P��pF IdE W y0
COASTAL EROSION kAZARD L-INE. o y'� ��•t•M E Tzcr'
FROM MAP PHOTO NO 48-838-�83 c.T
FLOOD ZONES TAKEN FROM T o rnm
FIRM MAP No 3610,3CO177H. REVISED SEPT. 25, , 009,
� a
AREA= 3,596 SQ: FT. (TO TIE LINE)
ANY AL TERA TION OR ADD/TION TO THIS SURVEY IS A VIOLA TION m w . M
rn
OF .SECT/ON 72090F THE NEW YORK STATE EDUCATION LA W. �� ® N. YS. LIG NO. 4L.18
EXCEPT AS PER SECTION .7209—SUBDIVISION 2. ALL . CERTIFICATIO CONIC U MORS, P.G.
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
Cn (631) 765-5020 FAX (631) 765-1797
I P.0. BOX' 909
SAID MAP. OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR . 1230 TRA VELER STREET .
WHOSE SIGNA TURE APPEARS HEREON. SOUTHOLD, .N. Y. 11971 13—�01
I
i
Top of Wal) EL 6.5
SUR V9 OF PROPER Y ' GRADE N
A T' EAST MARION A5 REBAR .'2-
12'O.C.
TOWN OF SO UTHOLD #5 REBAR
12, O.C.
SUFFOLK COUNTY, N. Y. 32.0 SPLICE
*5 REBAR • • GRADE EL 3.3'
E.W. 3.
1000-81-18-15
t� 12' •
SCALE-. 1'= 20' '
JANUARY 14, 2O/3 36• *5 REBAR m/0-EACH WAY
PROPOSED RETAINING WALL
APRIL 19, 2013 (test boring $ revslon) CONC. = 35,00 PSI-
APRIL 23, 2013.(prop. house) STEEL = 60 KSI
JUNE 3, 2013 iseptic system) STEEL TO BE ^O
EPDXI COA TED �•
NOTE,..
ENG 'S 'C� SUBSURFACE SEWAGE DISPOSAL
TEST BORING i„r�:7':' � r�,A,CiER11F1�A?1Q1�1 � Q� _. SYSTEM DB•SIGNB RETAINING WALL
�� s C}R �,�` 5( l� BY: JOSEPH FISCHETTI, P.E.
by McDonald Geosclen ,� rP 1725 HOBART ROAD
4/09/13' OTS I !Lk3ILv AN ON TRUCTION �� d�
-y SOUTHOLD, N.Y. 11971
01
WWM �,
Mixed Sand,a FOR FINALAPPR AL. USEFORM
Loam' `� . til
Wo for
In Mixed l ��, �t c�`,p _: <,,5, I,
Water In Brown �
P
Organic Sandy F,0
OL
Wnter In Brown ' : ,� .,,d. �' . F ri
Fine to Coarse •Q. P�'0F'�,P� �G' �0 y
Sand SW
SUF .i�tFOOItTY JE'e AhTMLNI'Of H .AIe 8 CES O y c''p, <c 1 <<
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ATE JI.— R
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� 9y
95
FOR AX1Ia OFEDROOMS y . ` �p F0�
--- __
YEARS DATEOF AFMVAI. _-- __9
AVATION INSPECTION REQUIRED ti0�
FOR SANITARY SYSTI
HEALTH-DE
1 �,�� >� t , • Gia 0 CP
NEW SEPTIC SYSTEM
I- 1000 GAL PRECAST SEPTIC TANK
3- LEACHING GALLERIES (LG) ,4.75' K,8.5' �,• �, �`
2' DEEP WITH 3' SAND COLLAR 2' �1`' g'�� ANN
AS 0 VE GROUND.WA PER' G
�t.O¢ NE{�Y
P F1SCyF
donment of existing rani stem must in
+
mance with departmenq �uirement mit
4'p Q
RAIN RUNOFF CONTAINMENT n �' 'p1 ed form WWM- as proof..
PROP. HOUSE 576 sq. 1t. '
GARAGE 248 sq.11. do �� .� PRO SED
NOUS v
824 sq.11. SAO p�% Fin. Fl,. L 8 T.W. ELs;3� .
824 x I x 0.17 - 140'cu.lt. �$ EL E:5 FW. GR._
140/42.2 = 3.3 VF V MW V MW.
PROVIDE.2 DWs 8'0 x 2'deep, or equal
EXISTING HOUSE T.O-BE REMOVED NOT SHOWN-HEREON _ = IE 5.2. 1� ST rE rE _.L.G• rE7IEL_G. E T L.G.
4.3 4. 4.3 - 4J 4. 4
2•MIN, 2'MW 2'MW.
WE7'ANDS AT MHWM. AS PER BRUCE ANDERSON OF
GROUND WATER EL 0 RET. WALL
SUFFOLK ENVIRONMENTAL CONSULTING INC. JAN.16, 2013 NEIV SEPTIC SYS OSSECTION
' . FtvEr'v
ELEVA 77ONS ARE REFERENCED TO NA VD. 88 �O �O
COASTAL EROSION HAZARD LINE s Oo,
FROM MAP PHOTO NO. 48-836-83 T> O ,€�
FLOOD ZONES TAKEN FROM o o M
FIRM MAP No. 36103CO177H. REVISED SEPT. 25, 2009
M e
AREA= 3,.598 SQ: FT. (TO TIE LINE) g
ANY AL TERA TION OR ADD/TION TO THIS SURVEY IS A VIOLA TION m
OF SECTION 7209OF THE NEW YORK STA TE EDUCA T70N LA W. ® N. Y.S. LIC. NO. 49618
EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL . CERTIFICA T/0 _ ft-CONIC U EYORS, P.C.
Cn
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (631) 765-5020 FAX (631) 76571797
P.O. BOX 909
SAID MAP. OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET .
WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 13-101--101
Top of Wall EL 6.5
, SURVEY, OF PROPERTY' ' . GRADE
*5 REBAR 6 12'
A T EAST MARION 12•
+M5 REBAR e
TOWN OF SO UTHOLD
Iz•o.c.
SUFFOLK COUNTY N. Y.
30'
•o SPLICE
At5 REBAR A • GRADE EL 3.5'
E.W. 3'
1000-31-18-15 Y-0
SCALE-. 1'= 20'
JANUARY 14, 2013 36• *5 REBAR a 10'EACH WAY
-\ PROPOSED RETAINING WALL
APRIL .19t 2013 (test boring 8 revslon) " CONC. = 35,00 PSI
APRIL 23, 2013 4prop. :house) STEEL = 60 KSI.
JUNE 3, 2013 aseptic system) STEEL TO BE ^
NOV. 14, 20,131U.C.I - EPDXI COATED vQ�
��. NO TE,
..
(1 �' SUBSURFACE SEWAGE DISPOSAL
TEST BORING ,
( BYSRETAINING
FISCHETTPIEG WALL
by McDonald Geosclence 1P� �'\4 1725 HOBART ROAD
4/09/13' S ,P'C�� SOUTHOLD, N.Y. 11971
O
0. Mixed Sand B EL 3.1 �� ' \�y1 gip. ,��;. : 13
3.4' Loam' , �,�,� .O'e ., y�O,o
Water In Mixed le \ F' �F <<I. n
Sand ��0 'ti s s: ti :9�
6' - > y 5� �o a .�'AG 9y F
Water in Brown
Organic Sandy
7' A�9CF 9cF %J> . cl
• Water In Brown
Fine to Coarse �PbOocF ,`. E`�;�0 5 . '�•.>
Sand . SW
13' 0..
9 �
,2q Cj
�G y X01 •o oa ti9
y
IV
0 � �
G
O rp.
NEW SEPTIC SYSTEM
I- 1000 GAL PRECAST SEPTIC TAW,
3- LEACHING GALLERIES (LG) ;4.75' x.8.5' �;• �, , (�
2' DEEP WITH 3' SAND COLLAR 2'
ASOVE GROUND,WA TER C,
Av
Q
RA'IN;-RUNOFF CONTAINMENT
PROP.,HOUSE 576 sq. ft. PROPOSED rr^^X
GARAGE 248 sq.ft. HOUSE V
824 S.q,.ft. Fin. Fir. EL 8 T.W. EL6,5� .
824 x I x 0.17 - 140'6u.ft. EL 6.5 FIN. OR,
140/42.2 = 3.3 VF 11 r MIN.
PROVIDE 2 DWS 8'0 x 2"deep. or equal
t 1E 5.2. J:SE
IE IEL.�i• IE IE L.G. IE 1E' L.
EXISTING.HOUSE.'TO_.BE REMOVED NOT SHOM7V NEREON. 4.5 a. 4.3 4.2. 4.1 4. '
2'jWN. 2'MW •2'MIN.
WE7L ANDS AT MHWM. AS PER BRUCE ANDERSON OF
GROUND'WATER EL 0 RET. WALL
SUFFOLK'ENVIRONME•NTAL CONSULTING INC. JAN.16, 2013 NEW SEPTIC SYSTEM C ON
00
ELEVA 770N5 ARE REFERENCED TO NA w0. OFNEW
�� rC
COASTAL EROSION HAZARD LINE Ft C C v `o4'•t-�� C'`
D
' N
FROM MAP PHOTO NO. 48-636-83 8 * "
FLOOD ZONES TAKEN FROM W 14 200 '
FIRM MAP No. 36103CO177H REVISED SEPT. 25, 2009. 8
596 Sl.� FT. TO TIE LIE BLDG. DEPT
AREA 3, ( TOVJPJ OF SOUTHOLD S ��
ANY AL TERA TION OR ADDI TION TO THIS SURVEY IS A VIOLA 77ON ALI
OF SECTION 72090F THE NEW YORK STATE EDUCA 770N LA W. N. Y.S. LIC. NO. 49618
EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS CONIC U EYORS, P.C.
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (631) 765-5020 FAX (6.31) 765-1797
P.O. BOX 909
SAID MAP. OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET
WHOSE SIGNATURE APPEARS HEREON. SOUTHOLO, N. Y.` 11971 1 -1 01
z z�
SCDHS REF. #R10-13-0040
SURVEY OF PROPERTY N
AT EAST MARION
TOWN OF SO UTHOLD
SUFFOLK COUNTY, N. Y.
1000-31-18-15 u C; C
SCALE: 1'= 20'
JANUARY 14, 2013 OCT 2 4 2014
OCT. 9, 2014 (FINAL) �
OQ►� BLDG. DEPT.
TOWN OF SOUTHOLD
l4
Y e
SEPTIC SYSTEM p�0 � �� —71
A B
ST. 35 5 1/2
ago h,��`Lt` • 1s Vol
LGA 14' 221/2 0P� �y�® A \��• c� 9yti F� .
LG.2 20' 15' P`�' �o o cF'�y
ll�l
LG.3 =78' k� < �G i�,',�9` �. P/- ky �` lzF
O
lb
y 9
- ---- - - - - - �ley -- °'' - �� �__� ��� �� °�• i/ - -
>
co
P�!
c V
4�
$0 �A
0�
WETLANDS AT MHWM. AS PER BRUCE ANDERSON OF
SUFFOLK ENVIRONMENTAL CONSULTING INC. JAN.16, 2013
ELEVATIONS ARE REFERENCED TO NA VD."88 ZS OF NE�y,
COASTAL EROSION HAZARD LINE P
FROM MAP PHOTO NO. 48-838-83
u�
FLOOD ZONES TAKEN FROM .
FIRM MAP No. 38103CO177H REVISED SEPT. 25, 2008
r�, ,I
AREA= 3,596 SQ. FT. (TO TIE LINE) <<
ANY AL TERA TION OR ADDI T70N TO THIS SURVEY IS A VIOLA TION Fa
OF SECTION 7209OF THE NEW YORK STATE EDUCA TION LAW. F>' L/C. N0. 49618
EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS PECON/C l- RS, P.C.
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (631) 765-5020 FAX (631) 765-1797
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909
WHOSE SIGNATURE APPEARS HEREON. 1230 TRA VELER STREET
SOUTHOLD, N. Y. 11971 13-101
SCDHS REF. #R 10-13–0040
-SURVEY OF PROPERTY
N
A T EAST MARION
TOWN OF SO UTHOLD
SUFFOLK COUNTY, N. Y.
Col.: 1000-31-18-15
Wo
SCALE: 1'-= 20'
o� JANUARY 14, 2013
C OCT. 9, 2014 (FINAL)
U.
NQ
�4
4,v ,off
Q
SEPTIC SYSTEM
ST. , 35 51/2' opo �.ry1K IP •��� \�SV, �� '9�
LGA14' 221/2' y h NQ' 6'. 9,y e,
LG.2 20' 15' �.Y �F' �o G. p �A% -Y,�•\ X04 c�.p 9� G 9!
rLG.3 27' 8' �� ����> �9� ?.IPJ- 03\ F F
:5
to ; d B v
6 10
40,
'7• 4'F��jy 1• �. / ��
ley. a• � �._� �.$'� �� °�• i/
tio0
OLK COUNTY DEPARTMENT OF HEALTH SERVICES G
PPR OVAL OF CONSTRUCTED WORKS FOR
f1GLE FAMILY RESIDENCE Qlip
'1 hero
od
Ref.No._&W-! 2-0 0�f F�
Date �•;•� on have been
disposal and water';UP#_i��2ii!:tiS'i -,'t, 0
The se•.v2ge p h:,. i irf vrlt or GL`.£i:y'i:Kies and found to 14- \
inspedad andlcr certified by t.= �•ap :UBIrG'R:if)s�'S. O
FOR A MAXIMUM) =,_ ---
be satlsfa�or�1 n
Walter J.Hilbert.P.
office of Wastewater Management
LU�jr_/T TO COVENANTS RESJR�TIONS LIBER /2_Pl'°Me i/���+ PAGE
j&I IV 0
WETLANDS AT MHWM. AS PER BRUCE ANDERSON OF
SUFFOLK ENVIRONMENTAL CONSULTING INC. JAN.16, 2013
ELEVA 770NS ARE REFERENCED TO NA VD. 88 OF NL-tv
COASTAL EROSION HAZARD LINE 5�P Y•I�4 i> OP�
FROM MAP PHOTO N0. 48-636--M
FLOOD ZONES TAKEN FROM
FLRV MAP No. 36103CO177H REVLSED SEPT 26r 2008
AREA= 3,596 SO. FT. (TO TIE LINE) < ��
ANY ALTERATION OR ADD/170N TO THIS SURVEY IS A VIOLATION
OF SECTION 7209OF THE NEW YORK STATE EDUCA 770N LAW. 11 0. 49618
EXCEPT" AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERTIFICATIONS PECONIC SURVEYOR5—, .-
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
POBOX 909
WHOSE SIGNATURE APPEARS HEREON. . VER SR�;r
—101SOUTHOLD � ?
REScheck Software Version 4.4.4
Compliance Certificate
Project Title: Frim Residence
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County,New York
Construction Type: Single Family
Project Type: New Construction
Conditioned Floor Area O ft2
Glazing Area Percentage: 200/6
Heating Degree Days: 5750
Climate Zone: 4
Permit Date:
Construction Site: Owner/Agent: Designer/Contractor.
Rabbit Lane-East Marion Richard Frim Angel B.Chomo
Southold,NY Southold,NY 11971
631-7656530
Compliance:
Compliance: 4.1%Better Than Code Maximum UA: 241 Your UA:231
The%Barer or worse nen code Index relimb now dose to corrrylIance rhe nage is based an code aadeon ndea.
it DOES NOT provide an estI I or energy use or cost relative to a ff**m=code home.
Envelope Assemblies
Gross Cavity Cont. Glazing
Assembly Area or R-Value R-Value or Door UA
Perimeter U-Factor
Ceiling 1:Cathedral Ceiling(no attic) 576 30.0 0.0 20
Wall 1:Wood Frame,16'o.c. 1,638 21.0 .0.0 75
Window 1:Wood Frame:Double Pane with Law-E 272 0.360 98
SHGC:0.00
Door 1:Glass 53 0.360 19
SHGC:0.00
Floor 1:Other.Over Outside Air 576 0.033 19
Comp1mce St itlement The proposed building design described here is int with the building plans,specifications,and other calculations
submitted with the permit application.The proposed buU M has been designed to meet the 2010 New York Energy Conservation Construction Code
requirements in RESchedr Version 4.4.4 and to comply with the mandatory require encs fisted in the edt Inspection Cheddist.
Name- md ! D Sig re Date
C / ECT ARE ARS
Project Notes CaB C' y
Builder:Spitaliere Construction ��,��V y01
j 631-765-6614 .Q o:�l
Nj,• ,y n ,� ��
• o
Project Title: Frim Residence Report date: 06/18/13
Data filename: C:1Docurnents and SettingsWngel B.ChomolMy DocumentsXRESchack\R®Residencentitled.rck Page 1 of 6
REScheck Software Version 4.4.4
Inspection, Checklist
Requirements: 0.0%were addressed directly in the REScheck software
Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the
user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance
is itemized in a separate table,a reference to that table is provided.
20i( New Plans Verified "Field7Veri
fied"York Pre-InspecionPlAn Review
piies? f
Conune
mp ons
tneBValue Value.
103.2 1 Construction drawings and Dcomplies
[PR111 1 documentation sufficiently ODoes Not Comply
demonstrates energy code
ONot Observable
(9 J:compliance for the building envelope-
C]Not Applicable
103.2, Construction drawings and OCorriplies
403.7 documentation sufficiently 0Does Not Comply!
(PP3]1 demonstrates energy code
C]Not Observable
G compliance for lighting and
ONot Applicable
mechanical systerns.Systems
serving
multiple dwelling units must
demonstrate compliance with the
commercial code.
403.6 Heating and cooling equipment is Heating: Heating: :Ucompfies
Mf- sized per ACCA Manual S based on BW/hr BW/hr UDoes Not Comply!
leads per ACCA Manual J or other ;
approved methods. Cooling: Cooling: :DNot Observable
BW/hr BUhr :E]Nat Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) medium impact(Tier 2) a3 Low Impact(Trier 3)
Project Title: Frizzi Residence Report date: 06/18/13
Data filename: C:\Documents and Setfings\Angel B.Chorno\My Documents\RESctieckkRizzi Residencentitled.rcic Page 2 of 6
2"b10 Now
York -Foundation Inspection Complies? Comments/Assumptions
_
End
3032.1 " ` Exposed famdation insulation ;❑Complies
[FO11ft _ protection. :❑Does Not Comply
>; ;QNot Observable
jQNot Applicable
403.8 Snow melt controls. ;❑Complies
[FO12f{ : ❑Does Not Comply
_ ;[]Not Observable
QNot Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2° Medium Impact(Tier 2) -TFLow Impact(Tier 3)
Project Title: Frim Residence Report date: 06/18/13
Data filename: C:1Documents and SettingsXAngel B.ChornoWy Doc:umentsXREScheckUlizzi Residencentitied.rck Page 3 of 6
2010 New' Plans Verified °Field Verified
York Framing/Rough-In lns"iin Complies? , CommersJAssumptions
Ene
Value � Value
402.4.4 ;Fenestration that is not site built is _❑Complies
[FR20V listed and labeled as meeting ❑Does Not Comply;
AAMANVDMA/CSA 101/I.S.2/A440 or ❑Not Observable
has infiltration rates per NFRC 400 _--_ []Not Applicable
that do not exceed code limits
402.45 =' IC-rated recessed lighting fixtures c ❑Complies
[FR1612 ;r sealed at housingfinterior finish and ❑Does Not Comply
labeled to indicate&tl:=2.0 dm ❑Not Observable '
U J leakage at 75 Pa
❑Not Applicable
4032.1 Supply duds in attics are insulated to ; R- R- ❑Complies
[FR12]' R-8.All other duds in unconditionedR_ R_ ❑Does Not Comply:
® spaces or outside the building ;❑Not Observable
envelope are insulated to R-6.Not ❑Not Applicable
applicable if all systems are ductless. ;
4032.2 All joints and seams of air duds,air _ ❑Complies
[FR13]1 handlers,filter boxes,and building ❑Does Not Comply
® cavities used as return duds are - []Not Observable
sealed. ❑Not Applicable
403.23°` ?' Building cavities are not used as duds []Complies
[FRor plenumms ❑Dom Not Comply
a,
E
❑Not Observable
. ❑Not Applicable
403.3` HVAC piping conveying fluids above ; R- R ;❑Complies ;
(FR1712 : 105 T or chilled fluids below 55 T ; :❑Does Not Comply;
.:' are insulated to R-3. ;❑Not Observable
;
j❑Not Applicable
403:4 Circulating service hot water pipes are; R- ; R- ;❑Complies
[FR-18r- insulated to R-2. :❑Does Not Comply:
. ;❑Not Observable
❑Not Applicable
403:5�: f. Automatic or gravity dampers are ❑Complies
[FR19f , installed on all outdoor air intakes and ❑Does Not Comply
:.exhausts. _ _
_ _ ` ❑Not Observable
[]Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Frim Residence Report date: 06/18/13
Data filename: C:XDocurnents and SettingslAngel B.ChomoUNy Doaunents\REScheck\R®Residencentdled.rck Page 4 of 6
2010'New
York Insulation Inspection Complied. Comments/Ass6mp0ons
.Energy
303.1 All installed insulation labeled or ;OComplies
ON1312 installed R-values provided. QDoes Not Comply
[]Not Observable
ONot Applicable
Additional Comments/Assumptions:
1 High Impact(tier 1) 2:_ Medium Impact(Tier 2) n3':Low Impact(Tier 3)
Project Title: Frim Residence Report date: 06/18/13
Data filename: QXDocuments and SetZingslAngel B.ChomoUMy DocumentskRESdmcl(XRim Residencentitled.rck Page 5 of 6
F!q,o ve* J-
Value
York Fcnel Inspection ompllis� ornments/Assumptions
Pro Plans Virified- Field 'C
'V -.
a UG'
I nergy J
402.42, !,Building envelope tightness verified I ACH 50 ACH 50= i[]Complies
402.42.1 1 by blower door test result of WI;7 ACH: UlDoes Not Comply:
[FI1711 i at 50 Pa.This requirement may
I :.[:]Not Observable
instead be met via visual inspection, :
:[]Not Applicable
In which case verification may need to:
occur during Insulation Inspection.
Wood-burning fireplaces have
402X3 Ocompiles
[Fl8f gasketed doors and outdoor :7 0Does Not Comply:
combustion air. ONot Observable
E]Not Applicable
403.2.2 Duct tightness via post-constructfon dm dm :OCompfies
CF141 with ma)dmurn leakage of 8 cirri to
I !E]Does Not Comply:
outdoors,or 12 dmacrosssystems. bNot Observable
For rough in tests,verification may
G J :[]Not Applicable
i
need to occur during Framing
Inspection,with ma)dmum leakage of
:6 dm across system and 4 dm
without air handier.
403.1.1 Programmable thermostats installed OComplies
:
[FI912 on forced air furnaces. []Does Not Comply
[]Not Observable
[]Not Applicable
403.1.2 Heat pump thermostat installed on
OComplies
[Fllpf- heat pumps. C]Does Not Comply.
C]Not Observable
E]Not Applicable
403.4 Circulating service hot water system ElComplies
[Fillf have automatic or accessible manual ODoes Not Comply:
controls. C]Not Observable
[]Not Applicable
40Readily accessible switch on heaters
[]Complies
for swimming pools. []Does Not Comply:
[]Not Observable
E]Not Applicable
403 9.2* Timer switches on pool heaters and OComplies
[F,119p pumps are present C]Does Not Comply:
E]Not Observable
zA ONot Applicable
403''9 Heated swimming pools have a cover. OComplies
[F C]Does Not Comply:
Covers on pools heated over 90*F
K*
are insulated to R-12..
E]Not Observable
[]Not Applicable
463 Compliance certificate posted Ocomplies
[FI712
ODoes Not Comply:
C]Not Observable
E]Not Applicable
303 y Manufacturer manuals for mechanical Ocomplies
!F" 0Does Not Comply;
11 Qp��*,I,�,�*. and water heating equipment have
been provided. []Not Observable
[]Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) :,Z-]Medium Impact Mer 2) Low Impact(Tier 3)
Project Title: Frizzi Residence Report date: 06/18/13
Data filename: Q\Documents and Setfings\Angel B.ChornoWy Documents\REScheckURizzi ResidencentMed.rck Page 6 of 6
�( 2010 New York
j Energy Conservation
Construction Code
Energy Efficiency
Certificate
Insulation .
Wall 21.00
Floor 0.00
Ceiling/Roof 30.00
Ductwork(unconditioned spaces):
Glass&Door Rating U-Factor sHGc
Window 0.36
Door 0.36
CoolingHeating&
Heating System:
Cooling System:
Water Heater.
Name: Date:
Comments:
CY 38 31?1��
1
MEZZANINE
MTH�OP.14
DEC 1 .3 2013
BLDG.DrPT.
TOW'S Or GOUNOLD..
1000-3°-1&15
• DATA: J Z-12:0./3
���Eo ARS FRIZZI. RESIDENCE
RABBIT LANE
_ 2 -East Marion -.Town of-Southold
CHORN0 ASSOCIATES
arohftect L
SOUTHOLD,NEW YORK
� OCEED WITH
"TSL SURVEY Or`� D ��
r' O LOCATION:}: vUPANCY OR .
HA, : f;iPROVED. USE IS UNLAWFUL {
\" STORCII lAATER RUNOFF WITHOUT CERTIFICATE APPIoVED AS NOTED
QFRSUANT TO CHAPTER 236 OF OCCUPANCY
THE TOWN CODE DATE: I`�l��'� B.P.4
-- ' T �-� �/T FEE:�'��C��J-� BY
PATIO DECK 01 4eo V6 NOTIFY
8
765-1802 8IAM TO DEPARTMENT4 PM FOR THE
6
I - FOLLOWING INSPECTIONS:
I
", � -•,.,i-(<°"°�-, .^k•`. , �a, 1. FOUNDATION TWO REQUIRED
�
�/ / • r CONCRETE- FOR POURED
2. ROUGH- FRAMING & PLUME;Il;r
3. INSULATION
— 4. FINAL - CONCTRUC 4
it �+ '� " TIO^J MUST
I �� �` �"X 'tom �-� BE COMPLETE FOR C.O.
/2
i - - i ALL CONSTRUCTION SHALL MEET THE
5 - _ - '„ ' `_"'n `_'17 C 11TIFICATION REQUIREMENTS OF THE CODES bF NLVb'
e .. . /'' �1< r t t _;: .'lug s' i
LIVING"— - r,�r qD CONTENT BEFORE YORK STATE. NOT RESPONSIBLE FOR
IC�aTEOFOCCUPANCr. DESIGN OR CONSTRUCTION ERRORS.
` ' ~' DER USED IN WATER ,
, � •
DINING .
f'SYSTEM CANNOT • GOPv.PL� t��l H ALL CODES OF
a. Y & T
O I CODES- L)
i-L'.)2/10 OONS OF
(� PLUME.I\► -1 _ — Soui tL
vP DN I ALL PLUMRlr,r ;TE _ N.Y.S.DEC
&WATER '-. D .
i - - _ . .
— 5 - -- TESTING BEi LZ
_ 5C_..J 21
.S!1� G-
UTILITIES DW °
o _ ~ - - -
1 -
- SIN MEZ7AF INE i�A"��,t V PRrl Irr _
HROO i sem= 'Tic s I 31'N �O"t��WN WDE
Y _ -
vs -
ALT_A\SVA VE
i �
ii
WEST ELEVATION
SCALE: 1/4"=1'-0" I
k , • - BEDROOM i ; -- - -- '
i ---
SCA'4M=1/-0 ` -- ----- — - -- -- - - -
"
-
--
oyLj
I r { tr.
_- SECTION scale:1/2"=1'-0" a
NORTH. ELEVATION -
_ - SOUTH ELEVATION .
WINDOW AND DOOR SCHEDULE +�
jo�vTCye^l
— ( WINDOWS
3 %2
° i A 3'-2" x 5'-0" TW30410 egress
– 3'-0" x 2'-4" AW31 2
C 3'-0" x 6'-0" TW210510
- D . 5'-0" x 6-0" DHP56510 stationary PLUMBING DIAGRAM.
IE 3'-0" x 5'-0 TW
210410
3 F 2'-2" x 3'-0"
� TW20210 -
- - (
G, 3'-0" x 4,-5" TW21042 DOORS
H' 2'-0" x 5'-0" A51 stationary
1 11
-8" x 3'-0" CTCXW1 stationary D1 3'-0" x6-8" FWH3168
SYMBOLS
J � 3'-0" x 3'-0" TW210210 D2 5'-0" x 6'-8" FWG5068
- ' • •ELE(L ,
ANDERSON STORMWATCH PROTECTION f.
zAULT RECEPTACLE ------ _ „- 00-31 18-15
- 'PROOF RECEPTACLE
rj 4
��, . �ti, •FRI?_'ZI. RESIDENCE
GHT CENTER (�� ,A,q DATE:
�.IHER - `�,�
B.
RAB
FO �CKET
�, IT LANE, .
' _V. 4 SWITCH LIGHT -.
' - _ East
� _ Merlon Town ofSouthold
1. bNOXIDE DETECTOR fi 7A'9TF 0191 E,r' � �� .
`
I OUTLET A-1
® t4 >�P C
r7l
HORNO ASSOCIATES
( architects.
SOUTHOLD, NEW YORK
EAST ELEVATION
Y4� -
GENERAL CONSTRUCTION NOTES
-i NAILING SCHEDULE AS PER PRESCRIPTIVE DESIGN FROM 1993 SBC HIGH WIND EDITION WOOI1 FRAME CONSTRUCTION MANUAL
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
�� v� DEISIFIc F11OCT ALL Nl1A. SPACDVG IS BASED AT 16' O�.. SPACING. ANY OTHER SPACING OR DIFFERENT APPLICATIONS, THE l3lITRACTi7t
SHO OPIUM a EKY rEA RTM �� NM%Y T» � itA=ARss SHALL REFER TO THE PRESCRIPTIVE DEIGN SECTION OF THE VmD FRAMING MAIIJAI_ FOR PRf�ER APPLICATION
4a AN � s�valc � I NATE n NiD� _ ROCS" FRAMINGi ROOF SHEATHING, TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS1
TO HEAVY NUINOMTi SHEA714100 LOd1TD71
.aR DE'S�Tz1N gTY N[PTES fPAC0 NQiE! AT PAltl EJEf siiPPalrS IN Tit !AIME
THESE CONSTRUCTION DOI�ENTS HAVE LEEN DESIGNED TD (MET THE MINIMUM LIVE LOAD TOP PLATE t!'VALU 4-ftCDeOF RAFTER � %= - SDC 1RERM ZONE c!DlM !film ad Comm a IJ• OC
CRITERIA BELOV. REFER TO SECT. R30L4 / R301.5 OF KY.S. RESIDENTIAL CONSTRUCTION CODE TO Tor KATE it VAu, 4-ed COMMON .,GIST MM ! Fa PAUL F'R1D
DMMLL F1AId: A}� RA%E TRiJs! 4
Cam MMI 10 AS RM TABLE 3.7 -OCR- FACE CEILING SHEATHING,
USE LIVE Ulm USE EM LOAD rAIVUX wren - SDC LAP I NAD_ -
ALL ROM 40 PSF °TM, NOTES
CEXCEPSLEEPING LIM IN Mat rforaTmN VFo - sec LAP NAIL GYP" ur_ LAW
TGAURDRAILS td•IAFDRAILdirection TO LMRAFTIE As PER - FACE
VFCIF - SDC END NAD, VALm.DOARD CGaER Oc . FIELD THESE NOTES ARE ONLY TO BE IN SCHEDULE NOTES OWY.
SLEEPING ROONS 30 PSF any To RAFTER t - ea COMMON FEW MAX SHEATHING, vr
EACH . For roof sheathing within 4 feet of the poo edge of the roof, indudingi 4 fret on each side of theea
roof pk,
CERJM (NO STORAGE) PW the 4 foot perimeter edge zone attachments required shalt be used.
RAN ZLF"o MAIL NAJL NOM
PSF SNOW ElTO RAiTFIt E - 16d CDraDI END FIAD FITY. SPACDG
RULIF _J sTRIlLTtDeVI PER TAKE 1 2). Tabulated 12 Indy or- nal spacing assumes sheathing attached to rafter / tr sz framing re"bers with G)0.4%
PANE"l"LI ad C0001WFCN _ sDe For framing members with <0.42<G0L49, the nalt spacing shall be reduced to 6 lmchas o c.
t
71W GSD SEE NOTE! t 6d P
up P„ Fool 7 at EDGE
WALL FRAMING► PLYvOM fit = FgL! 3). Tabulnted 4 inch or_ nal spacing assumes sheathing to rafter / truss framkV mem�rs mlitth 00.49..49. For
ALL ANCHORING, FASTENING. MACIAG = GENERAL CONTTRUCTION yff-W GYP" r Or- EDGE framing members with 0.42<G<0.49, the nail spacing shatt be reduced to 3 i►e**s o.e.
ASSEMBLED AS PER N.Y.S. RESIDENTIAL CONSTRUCTIONCONSTRUCTIONCODE uaecr LEZCR>tTDDI grY "CM MAIL NOTES VALUOwtD 10' OZ . FD1D
REFER TO THE FOLLovm MANUALS FOR ADDITIONAL FASTENER REQULT MENTS, TW E _ Ise I FLOOR SHEATHING, TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS,
SS" 10-99 Standard for Hurricane Resistant Construction - EA SIDE NAE jaDff QTY. SPACING SWAT1� LSA AT PANEL EDWS SUPPOD X IN TIE PANEL NOTES
7-02 <REVISED FROM 7-W Mfnilmuam Design Loads for Suldings and Other Struc cares lTl� - sid FACE rnmquw =JFiAE i, OR LExS CDeOr 4•EDGE ?Olt Ci1ed1 t i• M i9elDi ! it Oc
NOTE, t €011 fMMF�. TTM
FEARER fel CommHEAVER TO EDGES NAiI
- NOTES,
GENERAL CONSTRUCTION NOTES, PLATE �° _"'° " '�° PER�` ""n THESE NOTES BE REFERRED TO IF
00M.RSD OUCr TACE NAILThe Information art this set of construction documents is related to basic designHoar mOTI, MENTIONED IN SCHEDULE NOTES ONLY.
intent and frnMrp details. They are intended as a construction nil, not a substitute FLOOR FRAMING, 1). Nailing requirements are based on wall sheathing NOTES
far genF r Ity accepted good bultding practice and comppance with current New York rated 61 on-center at the pant edge. If wall sheathing _
State building codes. The General Contractor is responsible, for providing standard ? DE:c<>�r1ON Fm is Holed 3' or-center at the pail edge to obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCFEDI!<.E NATES ONLY.
construction details and procedures to ensure a professionally finished, structurally shear capacities, nailing requirements for structural
Jawr TOP - !d members shall ice doubled, or alternate connectors,
sound and weatherproof completed product.
TOP PLATE •OUTNAIL such as shear plates, shall be used to maintain load path 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall
2. The General Contractor is responsible for ensuring that all work and construction TO ,JEST � " � END NM be used
meets current federal, state, county and local codes, Ordinances and regulations, ett, NZEM EACH TOE 2). When wall sheathing Is contixuous over connectedor-
Three codes ore to be considered as part of the spedfications for this building and TO .OIST e ` ad END WJL memb#rs,the tabulated number of nalls shalt be permitted 2). Tabulated 12 inch mb nal with
(1.4g nssthe sheathing attached t0 stud framing members with
should be adhered to even If they are In variance with the plan. BLUCKRZ to be reduced tol - 16d nal per f oot. G�49. For framing members wtth 042<G<, the nal spndnga shall be reduced to 6 inches o c.
3. Illmmer►s,ans shall bake precedent over scale drawings talo not scale drawings). SD.L OR TOP PLATE NAIL 3), For exterior panel sting, gatvinlzed box nails shalt be permitted to be substituted for common mals.
To DEAN JOIXT NAD_
4. The designer has not been engaged for construction supervision and ossumes no ad PER
respansdllty for construction coordinating with these plans, nor responsibility for TO DEAN 3 ` J=T NAIL
construction means, methods, tecir*Wx, sequences. or Procedures, or for safety
precautions and programs in connection with the work. There are no warranties for a TO Jaw 16d .JOIST NAIL
spec€f1c use expressed 9r implied in the use Of thew plans.
SIU. OR 7Gr PLATE - fid lffiT ISTTEi
5, Refer to floor plans. exterior elevations, and window het exterior door schedule for
types and sizes of windows and exterior- doors. C ENERAL FRAMING NOTES
6.Generat Contractor is to ensure that masonry and fireplace construction meets Or L U doss otherwise noted, all framing material to be l2+BTR. Doug Fir.
exceeds alt manufacrtarers specifications and applicable Code:. 2. F oars, walls, comings and rafters to be 1,S' AC. unless otherwise noted GENERAL DECK PORCH NOTES GENERAL HVAC SYSTEM NOTES
7, Generat Contractor to consult and coordinate with the owner for all built in items Pro nide fire-blOcidng who o applicable.
such as bookcases. shetvfng, pantry. closets, trim, etc. 3,
Unless otherwise noted, alt Framing material to be !1 ACO pressure L Mechanical subcontractor Is responsible for adhering to all applicable
3. 1 Mess otherwise noted, all bearing wall h2e Yors to be Nn. 2-ply 2AWnted lumber. codes and safety requirements.
8. Vird toad required connections shall be taken into account during construction. Alt waders to have adequate bearing on each end or as specified. 2 Girders for floor Joists to be min. 2-ply 240 unless otherwise noted 2. HVAC subcontractor Is to fulty coordinate all system data and requ#rements
Th,;- protection page should be reviewed prior to starting, 4. / A Rush beams / tenders to be installed x'..e heavy duty galvanized Girders shall be either bolted to posts w/ i/2' din. gals. bolts or wfth the equipment supplier.
anchored onto concrete pier.
GENERAL FOUNDATION NOTES Ha" iom provide
Gaivanivpd Hangers and annetmors where applicable
to all
submit
Joico is connected to beams 3. ,Joists to have biockimg 2 f1' OC GGeneeral Contractor, oowne a" eequlp ent system layout
fink( ritit�r a pp ovaal.
1, General Contractor 1 Mason to review plops, elevations and detnls to determine s, I cable up floor Joist under walls that run parallel to floor ,joist wend
intended heights of finished Acar(s) above typical grade, and +r bathtubs. Floors getting ceramic tie shall be verified for toad capacity. 4. All ledgers attached to he h s have n ger. Lo barter, ,°PPt►q
btlnird the siding, between the hawse and ledger, Lodger scall be
2• Alt footing to rest on undisturbed (vi^gim) sal. 6. F ovke blocking / br4dging in floor joists ! 8' QC. Use solid blocking belted to building wfth 1/2' dia. Galvanized bolts.
Joint material between conc
3. Provide 1/2' expansion rete slabs and nbuttimp
in t .oar Joists under all bearing watts. 5. AU footing for posts and piers to be 4' below grace. Piers shall
corx"te or masonry walls occuring in exterior or urllmeated Interior areas. 7. F ^ovke lnsualatbn baffles at cave vents between rafters Instate draft blocking extend a mimimmr+ of 6' above geode.
t
4, err new concrete waft being attached to existing Of any) concrete s%runc to 6. All framing material to have appropriate galva lied hangers and
be installed with B4 rt-bar, 1B' tong ! 12' O.C. Use approved epoxy for Installation. 8, l "" otherwise noted, Roof and Vats to have a min. 4-ply 1/2' FW CWs.
ext wow shmeathi+g grade plywood Plywood to cover over plates and headers.
I f�niett otherwise Hated, all interior =tabs on grade to be 2Wpslconcrete GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES
9. 1 mess otherwise noted, 3/4• T&G Fir or Advantech plywood to be adhered
Exterior slabs on grade to be 3300 psi concrete to kftt w/ PL400 adhesive and screwed to floor ,joists for sub floor•irq. Finished 1. All water supply, draiwge and venting to be as per N.Y.S. L All electrical to be as per N.Y.S. Residential Construction Code,
sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be placed on 6 ml. fila r to be installed over as per manufacturers Reside, Cowtstn•taCtlon Code
2. Ali electrical work shall be underwriters approved
polyethylene vapor barrier, Foundation Stab to be a minimum m of 3-1./2' thick 10. At bathroom walls to have 1/2' Moisture resistant sheetrock. Garage Valls 2 Verify septic system with Engineer for Suffolk County Health
one ceilings to have 51W Type-X Wwtrock. !inlets otherwise noted, rest of Department approval. a Smoke detectors to be located throughout as per Section R317 of
6. provide crawl space with one 8x16 cast iron foundation vent for every 150 square buR hang to have I/2' regular sheetrock AU sheetrode to be taped and finished. KY.S. Residential Construction Code. Prove a midnram of 1 Carbon
feet of area. 3. If wall studs, plates or Joists we cut out during installation for Monoxide Detector in building.
IL It roofs with a pitch of less that 4112 sholl be Installed with Ice L Vater Barrier any plumbing related work, provide adequate bracing and plates
7, P..vide i&16 u+ 19'x24' access opening to crawl space area. or 4,o wqmL to protect and secure the structure. Verify with the state code
and manufacturers recompmwxiation for maximum hots size and
8. D< rpof exterior of foundation with bituminous coating as per section R406 of a all plates to be pressure treated Use with sit gasket .and cop•-r ib•perd,
„-{te
KY.& code. A 6-ml polyethylene film shall be apps over fate below grade portion app ,oved equal terrnita shield. Plates to be anchored to foundation a
of exterior foundation walls prior to backflling. mini tarn 1/2' diax7' long anchor belts ! 6' O.C. and w/i 1' of ends and corners.
9 Drainage to be pray as per section R405 of KYZ residentiat code
�E q R
o DATE: .�•/
��• B �ti, FRtZZI RESIDENCE
d .
•_ ; �`. �z. RABBIT LANE.
East Marion - Town of Southold
y NY A-2
q • :0
� 191��• ' � .
F o �. CHORNO ASSOCIATES
architects.
SOUTHOLD,NEW YORK
RIDGE STRAPPING PRESCRIPTIVE DESI 3N REQUIREMENTS FOR STANDARD
FOR 16' O.C. RAFTERS WOOD FRAME CONS rRUCTION WITH ALL MEMBERS AT RIDGE STRAPPING GENERAL WIND PROTECTION CONNECTION NOTES
ROOF ROOF CONNECTION
PITCH SPAN CAPACITY (ptf) 16' ❑.C. UNLESS OTI IERWISE NOTED.
. 12' 644
ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH
3,12 � 1073 THE FOLLOWING MANUALSi
n). 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION
24' 1287 RAFTER-TO-WALL b). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION
12' 508 TY-DOWN CONNECTIONS COLLAR TIE c). ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND
16' 678 OTHER STRUCTURES
442 20, 847
24' 1017 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR
28' 1186 WIND PROTECTION( FOR PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL BE
32' 1357 RAKE OVERHANG OUTLOOK IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
12' 392 CONNECTIONS
16' 523 RAFTER UPLIF 1). RIDGE TO RAFTER ASSEMBLY,
20' 653 SPAN 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS.
5112 24' 783 12' OC 361
28' 915 WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF lOd
CM"DN NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED
32' 1045 16' OC 481 THE TABULATED NUMBER OF 8d IN THE STEEL STRAP.
36' 1176 HOLDDOWNS WHERE REQUIRED
12' 351 UPLIFT CONNECTIONS FOR, RAFTER- t0-VALL, 2). RAFTER TO WALL ASSEMBLYi
16' 468 WALL-TO-VALE AND WALL-TO-FOUf (DATION LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR
20' 585 WALL-TO-WALL TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED.
USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE
612 24' 702 ROOF CONNECTION MIN. U IRED NAILS NOTES CONNECTIONS CONNECTION AT WALL HEIGHTS UP TO UY AND AT RAFTER / CEILING JOISTS
28' 819 SPAN CAPACITY REQUSPACING ! 16' O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION.
32' 936 36' 1053 12' 427 lbs. 4 WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR
12' 326 16' 526 tbs. 5 TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE
SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS.
16' 435 20' 626 tbs. 5
742 20' 544 24' 726 lbs. 6 3). WALL ASSEMBLY TO WALL ASSEMBLYs
24' 652 28, 826 tbs. 7 WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS.
12112 28' 761 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL
32' 870 32' 927 tbs. 8 BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS.
36' 979 36' 770 tbs. 7 12' O.C. HOLDDOWNS WHERE REQUIRED 4). WALL ASSEMBLY TO FOtN1DATICO
WALL-TO-FOUNDATION FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR
HEADER GIRDER CONNECTIONS, CONNECTIONS BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM
EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN
ROOF HEADER UPLIF LATERAL MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN
SPAN SPAN lbs. O ANCHORS REQUIRED ACCORDANCE WITH TABLE 3.3B OF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION
2' 46699 254 F�2 TYPE
YPE I AND TYPE II SHEAF WALLSUIKJJLK MANUAL. WHEN THE STEEL STRAP IS LAPPED WIDER THE BOTTOM PLATE, 3-INCH SQUARE
4' 939 504 (6' PANEL EDGE NAILING) STRAPPING WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL
6' 1408 762 NOT EXCEED 72' O.C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT. BUILDINGS WITH A
8' 1878 1016 WALL HOLDDOWN TYPICAL WIND LOAD PATH SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32' O.C. STEEL STRAPS
20 10' 2347 1270 HEIGHT CAPACITY (tbs.)
EMBEDDED IN OR CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS
12' 2817 1524 8' 3375 N.T.S.
SHALL BE HOT-DIPPED GALVANIZED COATED.
14' 3286 1778 9' 3800 11 11 11
16' 3756 2032 10' 4225 5). HOLDDOVNo
20 620 254 HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARVALL REQUIREMENTS OF TABLES
4' 1239 504 3.5A-B FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2
WINDOW SILLPLATE FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL. A CONTINUOUS LOAD
8' 2 2479 1001616 SILL CONNECTORS 6' 9 CONNECTIONS HEADER TRAPPING PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN
4
28' RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE
10' 3098 1270 HEADER UPLIF SIZED FOR THE REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE
144'' 43338 8 1778 2' 254 3 1524 SPAN lbs. REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE.
16' 4958 2032 HOLDDOVN ANCHORS HOLDDOWN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGS,
2' 770 254 6, HEADER AND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS.
1 762
4' 1540 504
6' 2310 762 8' 1016 HL 7). WINDOW SILL PLATES,
8' 3081 1016 10' 1270 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS.
36' 10' 3851 12702x4 WALL SILL PLATE (FLAT)i 1-PLY FOR OPENINGS UP TO 4'1 AND 2—PLY FOR OPENINGS UP TO 6'0.
12' 4621 1524 12' 1524 2x6 WALL SILL PLATE (FLAT), 1-PLY FOR OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO 8'9-
14' 1 1 4 7). CATHEDRAL CEILINGSi
778
16' 616 6161 2032032 16' 2032 TYPICAL SHEAR WALL ASSEMBLY WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED
M.T.S. AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH
MIN. NAIL SPACING FOR ROOF SHEATHING w/ ROOF RAFTERS 0 16' OC RAFTER TO RIDGE ALONG THE OPEN CEILING PART DF THE BUILDING. CONNECTIONS TO THE RIDGE
LOCATION NAIL SPACING AT NAIL SPACING AT INTERME )IATE MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS AND WALL SHALL BE THE SANE AS ABOVE REQUIREMENTS.
PANEL EDGES SUPPORTS IN THE PANEL FIELD 8). A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL.
4' PERIMETER 6' O.C. 6' O.C. LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS
EDGE ZONE PANEL EDGES SUPPORTS IN THE PANEL FIELD OTHERWISE NOTED.
INTERIOR ZONE 6' O.C. 12. O.C. 4' EDGE ZONE 6' O.C. 12. O.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS
GABLE END WALLINTERIOR ZONE 6' O.C. 12, O.C. UNLESS OTHERWISE NOTED.
RAKE & RAKE TRUSS 4. O.C. 4. O.C.
USE THE FOLLOWING U: P BRAND OR APPROVED EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS.
CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY.
CATALOGIA MINIMUM CATALOGUE MINIMUM
NUMBER DESCRIPTION LOAD CAPACITY FASTNERS NUMBER DESCRIPTION LOAD CAPACITY FASTENERS
ADS5 HOLDDOWN ANCHOR 4000 tbs. BOLT TO VI RTICAL MEMBERi (2) 3/4x3-1/2 BOLTS RT10 RAFTER-TO-VALL STUD TY-DOVN ANCHOR 585 tbs. RAFTER & STUDo (6) 8d COMMON NAILS EACH
BOLT TO SILL, (1) 3/4x5-1/4 ANCHOR BOLTS RAFTER& STUDS (9) 10x1-1/2 NAILS EACH
BOLT TO V{ RTICAL MEMBER, (2) 7/8x3-1/2 BOLTS RT20 RAFTER-TD-WALL STUD TY-DOWN ANCHOR 1105 lbs. PLATE, (4) 10d COMMON NAILS
TDX6 HOLDDOWN ANCHOR 5100 lbs. BOLT TI SILL, 7/8x6-1/8 ANCHOR BOLTS RT7 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 585 tbs. RAFTER AND PLATEi (5) 8d LS EAC
KHST2 STRAP TIE 4220 lbs. (6) 5/8' DIA. BOLTS RAFTERt (8) 8x1-1/2 NAD S
KHST3 STRAP TIE 6180 tbs. (6) 3/4' DIA. BOLTS RT16 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 950 tbsPLATEa 8) 8d COMMON NAILS
LSTA18 FLAT STRAP 1055 lbs. 14) 10d COMMON NAILS SPT44 & STUD PLATE TIE 1070 lbs. PLATE AND STUDe (6)
LSTA30 FLAT STRAP 1670 tbs. 22) 10d COMMON NAILS SPTH4 & 61 STUD PLATE TIE 1470 tbs. PLATE AND STUDS i 2) I8x - FRI�IRESIDENCE. DATE: ,
RABBIT LANE.
' LL1 East Madon - Town 'of Southold
NY
n ®�
vj�:019 �o • o� CHORNO ASSOCIATES
architects.
SOUTHOLD,NEW YORK
TYPICoL DECK WIND UPLIFT REQUIREMENTS
HEADER GIRDER CONNECTIONS: USE THE FOLL❑WING USP BRAND OR APPROVED EQUAL GALVINIZED
DECK HEADER UPLIF METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND
SPAN SPAN lbs, INSTALLATION BY MANUFACTURE,
6' 1408 PRODUCT DESCRIPTION UPLIF7 GALV, MINIMUM
8' 1878 NUMBER lbs, FASTNER REQUIRED
20' 10' 2347 PBS44 4x4 1815 POST: (12) 16d COM, NAIL
12' 2817 POST CAP BEAM: (12) 1601 COM, NAIL
6' 1859 PBSE44 4x4 1430 POST+ (8) 16d COM, NAIL
28 8' 2479 END POST CAP BEAM: (8) 16d COM, NAIL
10' 3098 BEAM/GIRDER: (2) 5/8" BOLTS
12' 3718 KC44 4x4 COLUMN CA 3265
POST/COLUMN.- (2) 5/8" DIA, BOLIS
6' 2310
36' 1
10 3851 4x4 FOOTING/PIER= 5/8"x7" ANCHOR BO -T
12' 4621 PAU44 POST ANCHOR 2240 POST/GIRDER: (12) 1601 COMMON NAIL.S
CBE44 4x4 3585 WET POST ANCHOR
COLUMN BASE POST/GIRDER: (2) 1/2" DIA. BOLT
UPLIFT CONNECTI❑NS FOR: KCB44 4x4 5650 WET POST ANCHOR
JOISTS-TO-GIRDER / HEADER COLUMN BASE POST/GIRDER: (2) 5/8" DIA, BOLT
A
DECK CONNECTION MIN, 8d NAIL PBS66 6x6 1815 POST: (12) 16d COM, NAIL
t* � SPAN CAPACITY REQUIRED
121 427 lbs, 4 POST CAP BEAM.- ' (12) 16d COM, NAIL
'o PBSE66 6x6 1430 POST, (8) 16d COM, NAIL
16 526 lbs, 5 END POST CAP BEAM: (8) 16d COM, NAIL
a° t 20' 626 lbs, 5 KCC66 6x6 5225 BEAM/GIRDER: (2) 5/8" BOLTS
—_ _ — 24' 726 lbs, 6 COLUMN CAP POST/COLUMN: (4) 5/8" DIA, BOL S
_ n
„III;,,111,;,111 , ,ill, ,iil , ,111,;,111 ,;,111,;,111 ,;,111,;,111 ,,,III , ,I (, ,lll ,s, 28' 826 lbs, 7
TYPICAL DECK 32' 927 lbs. 8 PAU66 6x6 2350 FOOTING/PIER: 5/8"x7" ANCHOR B❑ T
POST ANCHOR POST/GIRDER: (12) 16d COMMON NAIL.S
36' 770 lbs, 7
N.T.S. CBE66 6x6 3570 WET P❑ST ANCHOR
COLUMN BASE POST/GIRDER: (2) 1/2" DIA, BOLT
6
6x6 WET POST ANCHOR
KCB66 COLUMN BASE 5640 POST/GIRDER: (2) 5/8" DIA. BOLT
00
o -
- o .
0
RT10 TY-DOWN 585 JOIST: (6)8cl COMMON NAILS
ANCHOR HEADER/GIRDER: (6) 8d COMMON NAI S
ALT , RT20 TY-DOWN 1105 JOIST: (9) 10x1-1/2 NAILS
ANCHOR HEADER/GIRDER: (4) 10d COMMON. NAI S
INSTALLATION NOTES:
1), ALL POSTS TO BE ANCHORED TO FOOTING ❑f ' PIER W�TH POST NCS
2), HEADER & GIRDER CONNECTIONS TO BE ATTE ,CHED TQ EACHPOST WIT
3), EACH JOIST TO BE ANCHORED TO GIRDER Of '. HEA �./tru `rU T, ;; ► '
��E A Rp � DATE: •,�.. 3
JnTST HANGERS TO BE ATTACHED TO A PT LED ]ER B14AD THAT [5 70 BE BOLTED TO .8 LDG . - �. s. cti.�s,� , FRIZZI. RESIDENCE
.JUlJ I HHIVIi�KJ I I � 'F. � °psi•
Wit. -�• RABBIT LANE
•_ , .:: , :
.R `A East Marlon - Town of Southold A_4
NY
`. of.N ` CHORNO ASSOCIATES
`v architects.
SOUTHOLD,NEW YORK
p«o
- V
, E
E W Z Z
- --_____ 3x10 E F--i O
FLOOR o ;i (2)3X12 GIRDER `-----_ _ -_' -x BRACING (ALL BAYS) I„�I
JOISTS I ; �` _ (2)3X12 GI `-----
RDER- W
w ` - ---Q) 3X12 GIRDER ---_= 3X10 X BRACING (ALL BAYS)
z PCI
I4
HURRICANE / -- -
p4
l7 to"dia.WOOD -' Q)3X12 GIRDER
CLIPS w I , �\ PILING (TYP.) `
DAPPED �I ';v �c� � LU I
GUSSET
w W
PLATEo zl ,/ X ; I< W
CONNECTION I I m
JOIST ANCHORS I 1PI dia.WOOD
I i PILING (EYP.) 0 :i I� -
0 I , ,, � 1.ALL PILES TO BE 10 TON ULTIMATE CAPACITY. Z 0
X t� I� �
2.MINIMUM IMBEDMENT FOR PILE 12'. , I T
�
,I m
Q / \ 3.PILES TO BE 10"MIN.DIAMETER °L i i 0
W Iry �� �� ��; IM
II^ 2 I rN w
� ,m �. rn
10"dia.WOOD C�;
PILING (TYP.)
I L (2) 3X12 GIRDER. (2) 3X12 GIRDER (2)3X12 GIRDER
(- 3X- GIRDER
/ 3X10 X BRACING (ALL BAYS) 3X10 X BRACING (ALL BAYS)
EQ EQ L EQ, EQ L .
36'-O"
FLOOR PILING PLAN-
JOISTSos. W
KNEE SCALE: 1/4" = 1'-0' 'J Uj
BRACING 1).HANDLING,STORAGE AND FIELD FABRICATION,INCLUDING TREATING OF CUT 13).MAINTAIN THE HAMMER COAXILE WITH THE PILE DURING THE DRIVING OPERATION Z
(Z Z
ENDS,SHALL BE IN ACCORDANCE WITH (AMERICAN WOOD PILINGS ASSOCIATION) BY USING A COMBINATION OF DRIVING CAP AND LEADS. v r
AWPA M4. W Q N
TREATED 14). INVESTIGATE ANY SUDDEN DECREASES IN DRIVING RESISTANCE FOR POSSIBLE
PILES SHALL BE SOUTHERN (PINE OR DOUGLAS FIR AND SHALL CONFORM TO BREAKAGE OF THE PILE.IF SUDDEN DECREASE IN DRIVING RESISTANCE CANNOT BE x J
2).
WOOD ASTM D 25,UNUSED,CLEAN PEELED, UNIFORMLY TAPERED,ONE PIECE FROM BUTT CORRELATED TO BORING DATA OR SOME INCIDENT IN THE DRIVING,AND IF THE W 0 0 U
POLE TO TIP. PILE CANNOT BE INSPECTED,SUCH DECREASE IN DRIVING IN DRIVING RESISTANCE � M
MAY CAUSE FOR REJECTION OF THE PILE. W -rr•
3).PILES SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA C3. � �
KNEE BRACING SOUTHERN PINE:1.0 PCF CCA / DOUGLAS FIR:1.0 PCF ACZA 15).RE-DRIVE ANY PILE WHICH IS RAISED DURING DRIVING OF ADJACENT PILES,TO ` Z ® :D
4).
THE OR TIP ELEVATION.
4).TREAT FIELD CUTS,HOLES AND OTHER PRESENTATIONS IN ACCORDANCE WITH � n • O
PILES WHICH ARE DAMAGED WHEN CUT OFF. (n vJ
AWPA M4. 16).CUTOFF PILES ATTOP ELEVATION DIRECTED BYARCHITECTw
.REPLACE OR REPAIR �/� CL r^^
`�
5).PILES SHALL BE END-BEARING TYPE OR FRICTION TYPE AS INDICATED.DRIVE 1 � 1
END-BEARING PILES TO THE REQUIRED BEARING VALUE (10 TONS). 17).DEVIATION FROM PLUMB AND ANGLE OF BATCER:1/4 INCH PER FOOT OF PILE Uj
LENGTH,BUT NOT MORE THAN 6 INCHES OVERALL.
6). PROVIDE PILES OF SUCH LENGTH AS REQUIRED TO DEVELOP THE SPECIFIED
BEARING VALUE,TO OBTAIN THE SPECIFIED PENETRATION,AND TO EXTEND 18).DEVIATION FROM LOCATION OF PILE TO BE NO MORE THAN 6 INCHES. n/
INTO THE CAP OR FOOTING BLOCK AS INDICATED. LJ..
19).PILES NOT MEETING ASTM D25 REQUIREMENTS WILL BE REJECTED. REMOVE a,
7).INSTALL PILES TO THE REQUIRED PENETRATION,OR THE REQUIRED BEARING, SUCH PILES FROM THE SITE AND REPLACE WITH SOUND PILES.PILES BROKEN
AS INDICATED,EXCEPT AS SPECIFIED IN ARTICLE 3.04 C AND D.JETTING WILL UNDER DRIVING STRESSES MAY BE CUT OFF AND LEFT IN PLACE IF APPROVED
NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BYARCHITECTFOP,THE BYARCHITECT FOR THE LOCATION.OTHERWISE THEY SHALL BE EXTRACTED AND
LOCATION. REMOVED FROM THE SITE.
8).WHEN NECESSARYTO ACHIEVE THE REQUIRED PENETRATION,DRILL HOLES OF 20).FITTIMBER PILES WITH METAL SHOES ON THETIP-WHEN THE AREA OF THE HEAD
DIAMETER NOT GREATER THAN 90 PERCENT OF THE AVERAGE CROSS-SECTIONAL OF A TIMBER PILE IS GREATER THAN THAT OF THE FACE OF THE HAMMER,USE
3/4" SU BFOOOR DIMENSION OF THE PILE AT THE DEPTH BEING DRILLED,AND DRIVE THE PILE A SUITABLE CAP TO DISTRIBUTE THE BLOWS THROUGHOUTTHE CROSS SECTION
THEREINTO PRACTICAL REFUSAL. OF THE PILE.
9).COMPLETE BACKFILL TO THE REQUIRED ELEVATIONS IN THE AREA WHICH PILES 21).AFTER TIMBER PILES ARE CUT OFF,TREAT CUT SURFACES IN ACCORDANCE WITH
ARE TO OCCUPY BEFORE STARTING TO DRIVE PILES. AWPA 4 REMOVE CUTOFF SECTIONS OF PILES FROM THE SITE AND LEGALLY
DISPOSE. June 09, 2013
10).DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THAN 7 DAYS OLD.
22).ALL FASTENER HARDWARE, INCLUDING BOLTS,NUTS AND WASHERS,ARE TO BE SCALE: NTS
11).DRIVE PILES AT INTERIOR OF BASES OF FOOTINGS BEFORE DRIVING PERIMETER STAINLESS STEEL.
3X10 GIRDED PILES.
23).GIRDERS TO BE 3X12#2 OR BTR SOUTHERN PINE WITH A MINIMUM 1.0 PCF
12).IF NECESSARY,PROVIDE ADEQUATE LATERAL SUPPORT FOR INSTALLED CCATREATMENT.
INDIVIDUAL PILES TO PREVENT EXCESSIVE TEMPORARY FLEXURAL STRESSES OR SHEET N
MOVEMENT OF THE PILE TOP OUT OF TOLERANCE. 24). PROVIDE 2-5/8" DIAMETER CARRIAGE BOLTS WITH NUTS AND WASHERS AT
EACH PILE.ALL GIRDER ENDS AND JOINTS ARE TO HAVE 4 BOLTS WITH
WASHERS AND NUTS.
��tED AR
10"WOOD fz ` cyo'?'.
PILING
• F . I�
1 cp • ,,`'-=,�:_:_.arm^ •�--
SECTION VIEW
t .
,a