HomeMy WebLinkAbout40564-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOVVN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans,
TEL: (631)765-1802 Planning Board approval_____
FAX (631)765-9502
Southold[Town.NorthForlc,net PE Survey.
RMIT NO. Check
Septic Form
N.Y.S.D.E,C.
Trustees
AppHcalion'-
rmit
Examined
2t�l SingFlood Pele&Separate. ,
II
Storm-Water Assessment Form
0 CT 2 3
Contact:
Approved. L Gary Steinfeld
2& Mail to:_ reekB Iders
- 0 mi
Disapproved a/c-....-- PO Box
-olk,11956
Phone: 63
Expiratit 20
B�4id-i ii�i 1
APPLICATION FOR BUILDING PERMIT
Date October 19
INSTRUCTIONS 20 15
a, rhis appliemion MUST be completely l Filled in by opcwriter or in ink and submitted to the Building Inspector with 4
sets oflolans,accurate piol plan to scale.Fee according to schedule.
L Plot plan showing location of lot and of buildings on prernises,relationship to adjoining premises or public:streets or
areas,and waterways, J
cA lac ivork covered liy this application may amt be commenced before issuance of Building Permit.
& Upon approval of this application,the Building Inspectorwill issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available fcn,inspection thrOUghOW 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 Ccrificate Of OQCUPEHICy.
f,EveiA building permit shall,expire if the work authorized has not commenced within l 2 Illonths after the date of
issuance or has not been COroplieted 18 months freXRI such,date. If no zoning amendments or other regulation affecting the
properly have been enacted in the interim.the Building Inspector may authorize,ill"T1011r the extension ofthe Permit A)r an
addition six months.Thereafter,a new permit shall be reqUifed.
APPLICA110N IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Buildin-Zone Ordinance of the Tolkn of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
RegulatiOns,for tile 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 cocic,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
p Tcqnl,, •r name,if a corporation)
4x,
3,
(Signa,rurc 06 P 11'ca ��, a.,
360 Greton Rd, Mattituck, NY 11952
—...........— . ......
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Owner
Name of owner of premises Mark King
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License
Other Trade's License No.
1. Location of land on Which proposed work will be done:
200East Mill Road Mattituck
............
House Number Street Hamlet
County Tax Map No. 1000 Section- 106 Block—, 4 Lot 5
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 Single Family Residential
b. Intended use and occupancy Single Family Residential
3. Nature of work(check which applicable):New B U i l ding X Addition X Alteration
Repair w Removal- DemolitionOtherWork
4. Estimated Cost 300,000Fee {Description)
(To be paid on filing this application)
5. If dwelling,number of dwelling units 1 of dwelling units on each floor"—..-
If garage, number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front 30-6 Rear 30.5' Dept], 22.4'
Height 15 Number of Stories 1
Dimensions of same structure with alterations or additions: Front 32' Rear 32'
Depth 28' Height 27.5'
—Number of Stories 2
8. Dimensions of entire new construction: Front Rear— Depth
Height Number of Stories
9. Size of lot:Front 161.43" —Rear 80.82' —Depth 213.52'
10.Date of Purchase 12/17/2003 -Name of Former Owner Chades King
11.Zone or use district in which premises are situated— Mil
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO_X
13.Will lot be re-graded?YES_ _NO Will excess fill be removed from premises?YES-X NO
14.Names of Owner of premises Mark King Address 360 Greton Rd,Mattitick phone No. 631-298-4199
Name of Architect Address Phone No
Name of Contractor Address Phone No.
1.5 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X NO
IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIR-F-0.
b.Is this property within 300 feet of a tidal wetland?*YES x NO
IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 1.0 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?*YES--- NO-X
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF3UALI�)
MarkDKLing_...- N. being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Owner
(Contractor,Agent,Corporate Officer,etc,)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be
performed in the manner set forth in the application filed therewith.
DFBORAH A ROSS
Sworn to before me tli is Nokary Pubix-S�Me 0 New YNk
NO,0�R,0620472
20 1��5
day of ............. 0�Iaffled ho SLjffQA courity
mya'Oln ✓ r�14sSep3,]2017
........... ........
Notary Public Sigriacu-c'R,Applicant
Jeffrey To Butler,, P.E.,, Paco
206 Lincoln Street
Riverhead,, New York 11901
631-208-8850
Licensed iEngineer
Member National i Professional i
December 21, 2015
Mr. Mike Verity - ---
Chief Building Inspector �� 1
Town of SoutholdEC 2015 �
Building Department mf
r
L h
Re: Proposed Addition King Residence
200 Mill Road
SCTM# 1000-106-4-5
Dear Mr. Verity:
Our office been retained by the applicant to pursue an approved3 bedroom Suffolk
County Department of Healthsanitary system for the above referenced application. We have
concluded the site plan and calculations and have a design that is consistent with the
regulations and standards of the Suffolk County HealthDepartment. It is our intention to
supply your e et with an original "greens ped" site plan depicted conformance
with those regulations and standards prior to the issuance of the Certificate of Occupancy.
Please call if you should have any additional concerns about this application.
F tqe
41
�jncerely,
T. Butler, P.E.
� I otgk
BOARD MEMBERS rj ,
Southold Town Hall
Leslie Kanes Weisman,Chairperson �` * 53095 Main Road•P.O.Box 1179
" t'y Southold,NY 11971-0959
Eric Dantes Office Location:
Gerard P.Goehringer , Town Annex/First Floor,Capital One Bank
George Horning 54375 Main Road(at Youngs Avenue)
Kenneth Schneider ' 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 DETERNIINATION
MEETING OF MARCH 19,2015
ZBA FJ1JH',:-6841 1'nterpretatio;u
NAME OF APPLICANT: Mark King SCTM: 1000-106-4-5
PROPERTY LOCATION: 300 East Mill Road(adj.to Mattituck Creek),Mattituck,NY
SEQ_RA DETERMATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type 11 category of the State's List of Actions, without
further steps under SEQRA.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PRQLPERT'Y FA TSMESCRIPTION.` Subject property is a non-conforming 22,972 square foot parcel located in
an MII district. The property is a water front parcel with 80.82 feet along Mattituck Creek. The parcel runs 213.52
feet along the North side, 161.43 feet along the East side, and 190.00 feet along the South side. There is a 25 foot
wide Right of Way roadway along the North side of the property. The property is improved with a one story frame
house, a one story concrete building, an accessory one and two story frame and concrete building with the one
story portion partially on the creek with a dock surround and a boat ramp. All is shown on a survey by John C.
Ehlers L.L.S. dated October 15, 2013.
BASIS QE APPLICATION: This is a request under Section 280-146D for an Interpretation of the Town Code,
Article VIII, Section 280-56, "Bulk Schedule", appealing the Building Inspector's December 11, 2014 Notice of
Disapproval for demolition and construction of a new single family dwelling(residential use) in MII Zone district
required side yard setback. -
RELIEF REQUESTED: The applicant requests an interpretation of the bulk schedule regarding setbacks for a
residential use in an MII zone district.
BACKGROUND INFORL4A. I N: There is an existing residential building on the subject property which is
located in an MII zone. The existing residential building has a side yard setback of 6.6 feet. The applicant is
proposing to demolish the existing single family dwelling and construct a new single family dwelling with a
minimum side yard setback of 15 feet. At the hearing the agent for the applicant presented the Town Bulk Schedule
and the sequence of footnotes and notations regarding residential uses in business, office, industrial and other non-
residential zones.
FINDINGS OF FACT/DETERMINATION:
The Zoning Board of Appeals held a public hearing on this application on March 19, 2015 at which time written
and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property
Page 2 of 2—March 19,2015
ZBA#6841—King
SCTM#1000-106A-5
and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
1. Under To Code Chapter Section 280-56 and applicable Bulk Schedules Article XlH. Marine 11 (Mll)
District, 280-56 states that 'No bLdIding shall be used and no building or part thereof shall be erected or
altered in the MIl district unless the same conforms to the Bulk Schedule...incorporated into this chapter
by reference...'
2. Bulk Schedule 280 Attachment 4 states that it is to be used for Minimum requirements for business, office,
industrial, orother nonresidential use. Note I then states for minimum requirements for residential use,
refer first to Density and Minimum Lot Site Schedule for Nonresidential Districts and then to appropriate
indicated column in the Bulk Schedule for Residential Districts.
3. Bulk Schedule 280 Attachment 2 states in note I that Roman numerals refer to the applicable column in the
Residential Bulk Schedule. Following the Mll column with Residential it without utilities refers to
colurrin VII in the Residential Bulk Schedule.
4. Bulk Schedule 280 Attachment 3-Bulk Schedule for residential districts states in column VII that the
minimum side yard setback is 15 feet.
RE SOLUTION OF THE BOAR,]"): In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Weisman
(Chairperson), and duly carried,
To interpret that the Bulk Schedule should be read as indicated above. All instructions, notes, and roman
numerals must be foUowed when reading the bulk schedule.
Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider,Homing,Dante,Goehringer.This Resolution was
duly adopt (5-0).
Leslie Kanesifeisman, Chairperson
Approved for filing /7 /2015
1 ,• Town Hall Annex
John M. Dredemeyer III, President so`
54375 Mein Road
Michael J. Domino,ince-President • P.O.Dox 1179
James Fs Ding,Trustee Southold,New York 11971-6959
Dave Bergen,Trustee q
c Telephone(631) 765-1892
Charles J.Sanders,Trustee `,oU� , Fax(631) 765-6641
fur ,
BOARD OF TOWN
STS
TOWN OF SOUTHOLD
December 16, 2015
Mark King
P.O. Box 1039
aituck, NY 11952
RE: MARK KING
200 EAST ILL ROAD, MATTITUCK
1000-10
Dear Mr. King:
The following action was taken by the Southold Town Board of Trustees at their Regular
Meeting held on Wednesday, December 16, 2015:
WHEREAS, MARK KINGapplied to the Southold Town Trustees for an Amendment to
Wetland Permit#8585 under the provisions of Chapter 275 of the Southold Town Code,
the Wetland Ordinance of the Town of Southold, application dated November 20, 2015,
and,
WHEREAS, said application was referred to the Southold Town Conservation Advisory
Council and-to the Local Waterfront Revitalization Program Coordinator for their findings
and recommendations, and,
WHEREAS, the LWRP Coordinator issued a recommendation that the application be
found to be Consistent with the Local Waterfront Revitalization Program policy
standards, and,
WHEREAS, the structure complies with the standards set forth in Chapter 275 of the
Southold Town Code,
WHEREAS, the Board has determined that the project as proposed will not affect the
health, safety and general welfare of the people of the town,
2
NOW THEREFORE BE IT,
RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to
Permit #8585 for a full demolition of existing dwelling and foundation, and construction
of new as per originally approved; and to install a new sanitary system; and as depicted
on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated November 19, 2015,
and stamped approved on December 16, 2015.
Fees must be paid, if applicable, and permit issued within six months of the date of this
notification.
Inspections are required at a fee of$50.00 per inspection. (See attached schedule.)
Fees: None
This is not a determination from any other agency.
Sincerely,
John M. Brederneyer 111, President
Board of Trustees
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PERMIT NO. 8585 DATE: APRIL 22 2015
, e
ISSUED TO: MARK KING `
PROPERTYADDRESS: 200 EAST MILL ROAD, MATTITUCK
SCTM# 106- -
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in j
accordance with the Resolution of the Board of Trustees adopted at the meeting held on �sil 2,?�!� and in � }.
consideration of application f6e in the sum ofS25tl SIU paid by West Creek Builders LLC and subject to the
Terms and Conditions as stated in the resolution„the Southold Town Board of Trustees authorises and permits
f the following:
Wetland Permit for the partial demolition and reconstruction of existing ,
30.5' 2. ' dwelling including re oval of southern o struc 're(5.2x22.2');
expansion of footprint to 28'x32' with additions on north and east elevations; addition
of a second story; and construction of a 12'x29' deck on west elevation; and 4'x6' ;
covere 'etry porch on east elevation;with the condition to install utters'to leaders to
drywells in accordance with Chapter 236 of the Town Code- for water Management* ^.
and as depicted on the site plan prepared by West Creek Builders,LLC,last dated
October 30,2014 and stamped approved on April 22,2015. ,. w
IN,WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, "
and these presents to be subscribed by a majority of the said Board as of this date
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NEW YORK-STATE DEPARTMENT OF ENVIPONMENTAL CONSERVATION
Division of Environmental Permits,Region 1
SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790
P:(631)444-03651 F:(631)444-0360
www.dec.ny.gov
March 17, 2016
Mark D. King AR 21 2016
PO Box 1039
Mattituck,NY 11952-1039 oUMDING DEM
TOWN OF SOUTHOLD
Re: NYSDEC Permit#: 1-4738-04373/00001
King Property, 200 E.Mill Rd.,Mattituck
SCT # 1-000-106-4-5
Replace House & Septic System, Construct Additions
Dear Permittee:
In conformance with the requirements of the State Uniform Procedures Act(Article 70,
ECL) and its implementing regulations (6NYCRR, Part 62 1)we are enclosing your modified
permit.
Please carefully read all permit conditions and special permit conditions contained in the
permit to ensure compliance during the term of the peimit. If you are unable to comply with any
conditions, please contact us at the above address.
Also enclosed is a permit sign which is to be conspicuously posted at the project site and
protected from the weather.
Sincerely,
Kevin Kispert
Environmental Analyst II
Enclosures
KAK/file
cc: Habitat-TW
West-Creek Builders,LLC.
1 NEw YORK Department of
, w uxaltw Environmental
Conservation
Aft
wbwa
NEW YORK STATE DEPARTMENT OF ENVIRONMENTALCONSERVATION
Facility DEC ID 1-4738-04373
PERMIT
Under�..._�........m.., Environmental .., . tion Law
....A,. 0 . _. ...
Permittee and Facility Information
Permit Issued To: Facility:
MARK D KING KING PROPERTY
PO BOX 1039 200E MILL RDISCTM 1000-106-4-5
MATTITUCK,NY 11952-1039 TTITUCK,NY 11956
Facility lica °on Contact:
WEST CREEK BUILDERS LLC
PO BOX 25
NEW SUFFOLK, Y 1195
(631) 334-9205
Facility oc ti : in SOUTHOLD in SUFFOLKCOUNTY Village: MATTITUCK
Facility i ace Point: ®E: 706.268 NYT -N: 4542.585
Latitude: 41'00'30.2" Longitude: 72°3249.9'°
Authorized Activity: Replace existing single f rnily dwelling, construct an addition,second story
addition, decking,porch, and neer septic system all as shown on the attached plans prepared by West
Creek Builders LLCjdsi revise 1/21/16, and Jeffrey `I". Butler,dated 11/19/15,both stamped
"NYSDEC Approved" on 3116/16.
Permit Authorizations
Tidal Wetlands m Under Article 25
PermitID 1-4738-04373/00001
New Permit Effective ate: 6/24/2015 Expiration ate: 6/23/2020
Modification # 1 Effective Date: 3/17/2016 Expiration ate: 6/23/2020
By acceptance oft is permit,the permittee agrees that the permit is contingent upo strict
compliance with the ECL, allapplicable re do s, and all conditions included as part of this
permit.
Permit Administrator:ROGER EVANS, Regional Permit Administrator
Address: NYSDEC Region 1 Headquarters
SUNY @ Stony 13rool50 Circle Rd
Stony Broo . COY (/ 3409
Authorized Signature: - Date
/ 1
Page of 5
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NEW-YORK STATE DEPARTMENT F ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-473844373
....... .. ...... � m....... ... _ . _ ....
Distribution i
WEST CREEK BUILDERS LLC
Habitat®T
KEVIN A KISPERT
Permit Components
NATURAL RESOURCE PERMIT CONDITIONS
GENERAL CONDITIONS,AFFLY TO ALL AUTHORIZED
NOTIFICATION OF OTHER PERMITTEE LIAT S
,... 1 s
Site Ilan 1/21/2016
....... ........ __ .. ......
NATURAL RESOURCE PERMIT
Apply-to-Ahe-Following
1
Permits: TIDAL WETLANDS
1® Conformance With Plans All activities authorized by this permit must be in strict conformance
with the approved plans submitted y the applicant or applicant's agent as part of the permit application.
Such approved plans were prepared by West Creek Builders LLC, last revised 1/21/16,and Jeffrey T.
Butler, dated 11/19/15, both stamped "NYSDEC Approved" on 3/16/16.
2® Post Permiti he permit sign enclosed with this permit shall be posted in a conspicuous
location on the worksite and adequately protected from the weather.
3m Notice of Commencement At least 48 hours prior to commencement of the project,the e ittee
and contractor shall sign and return the top portion of the enclosed notification form certifying that they
are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion
of project,the bottom portion of the form must also be signed and returned, along with photographs of
the completed work°
a Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to
escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete
trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or
waterproof forms shall be used, Wet concrete shall not be poured to displace water within the forms,
5. No Construction Debris in Wetlandor Adjacent Area Any debris or excess material from
construction of this project shall be completely removed from the adjacent area(upland) and removed to
an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas.
Page o5
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NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 1%W
Facility DEC ID 1-4738-04373
6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal
wetlands or protected buffer areas as a result oft e pen-nitted activities.
7. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall
be located a minimum of 2 feet above seasonal high groundwater.
8. Storage of Equipment,Materials The storage of construction equipment and materials shall be
confined within the project or area and/or upland areas greater than 75 linear feet from the tidal
wetland boundary.
9. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be
stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior
to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours
or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or
jute matting until weather conditions favor germination.
10. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion
control devices shall be placed at the landvVard edge of the buffer area or 50 linear feet from the tidal
wetland boundary, or as per the NYSDEC-approve d plan,prior to commencement of any regulated
activities and remain in place and in good, functional condition until the project is completed and all
disturbed areas are stabilized with vegetation.
11. State May Order Removal 0'r Alteration of Work If.:. .future operations:by the State of New York
require an alteration in thepQ'sit*ion of the structure or work herein authorized, or if, in the opinion of the
Department of Environmental Coriservation it shall cause unreasonable obstruction to the free
navigation of said waters or flood flows or endanger the health, safety or welfare oft e people of the
State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the
Department toemove or alter the structural work, obstructions.- or hazards caused thereby without
expense to the State, and if, upon the expiration or revocation of this pen-nit,the structure, fill,
excavation, or other modification oft e watercourse hereby authorized shall not be completed,the
owners, shall,without expense tote State, and to such extent and in such time and manner as the
Department of Environmental Conservation may require,remove all or any portion of the uncompleted
structure or fill and restore to its former condition the navigable and flood capacity of the watercourse.
No claim shall be made against the State of New York on account of any such removal or alteration.
12. State May Require Site Restoration If upon the expiration or revocation of this permit,the
project hereby authorized has not been completed, the applicant shall,without expense to the State, and
to such extent and in such time and manner as the Department of Environmental Conservation may
lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its
former condition. No claim shall be made against the State of New York on account of any such
removal or alteration.
13. Precautions Against Contamination of Waters All necessary precautions shall be taken to
preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents,
lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials
associated with the project.
Page 3 of 5
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NEW YORKSTATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04373
14. State Not Liable for Damage The State of New York shall in no case be liable for any damage or
injury to the structure or work herein authorized which may be caused by or result from future
operations undertaken by the State for the conservation orimprovement of navigation, or for other
purposes, and no claim or right to compensation shall accrue from any such damage.
I. Facility Inspection by The Department The pen-nitted site or facility, including relevant records,
is subject to inspection at reasonable hours
ours and intervals by an authorized representative of the
Department of Environmental Conservation (the Department)to detennine whether the permittee is
complying with this permit and the ECL. Such representative may order the work suspended pursuant
to ECL 71®0301 and SAPA 401(3).
The perm-ittee shall provides person to accompany the Department's representative during an inspection
tothe permit area when requested by the Department.
A copy of this permit, including all referenced maps, drawings and special conditions,must be available
for inspection by the Department at all times at the project site or facility. Failure to produce a copy of
th
e erTri t upon request by a Department representative is a violation oft is permit.P' k
2® Relationship of this Permit to-Other Department Orders and Determinations Unless expressly
provided for by the Department, issuance of this permit does not modify, supersede or rekirid any order
or determination previously issued by the Department or any of the terms, conditions or requirements:
contained in such order or determination.
3® Applications For Permit Renewals,Modifications or Transfers The pennittee must sub mi it a
separate written application to the Department for permit renewal, modification or transfer of this
permit. Such application must include any fo or supplemental information the'Department requires.
Any renewal, in-odification or transfer granted by the Department must be in writing® Submission of
applications for permit renewal, modification or transfer are to be submitted to:
Regional Pennit Administrator
NYSDEC Region I Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Stony Brook, Y11790 -3409
4® Submission of Renewal Application The permittee must submit a renewal application at least 30
days before permit expiration for the following perrnit authorizations® Tidal Wetlands.
5® Permit Modifications, Suspensions and Revocations by the Department The Department
reserves the right to exercise all available authority to modify, suspend or revoke this permit. The
grounds for modification, suspension or revocation include®
ae materially false or inaccurate statements in the permit application or supporting papers;
Page 4 of 5
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NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04373
b. failure by the permittee to comply with any terms or conditions of the permit;
c. exceeding the scope of the project as described in the permit application;
d. newly discovered material information ora material change in environmental conditions,
relevant technology or applicable law or regulations since the issuance of the existing permit-,
e. noncompliance with previously issued pen-nit conditions, orders of the commissioner, any
provisions of the Environmental Conservation Law or regulations of the Department related to
the permitted activity.
6. Permit Transfer Pe its are transferrable unless specifically prohibited by statute,regulation or
another permit condition. Applications for permit transfer should be submitted prior to actual transfer of
ownership.
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification
The pennittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the
Department of Environmental Conservation of the State of New York, its representatives, employees,
an&agents("'DEC")for all claims, suits, actions, and damages, to the extent attributable to the
pertnittee's acts or omissions in connection with die permittee's u' ride'ria" king of activities in, connection
with, or operation and maintenance of,the facility or facilities authorized by the permit whether in
compliance or not in compliance with the terms and conditions of the permit. This indemnification does
not extend to any claims, suits, actions, or damages tothe extent attributable to DEC's own negligent or
intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under
Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision
under federal or state laws.
to B: Permittee's Contractors to Comply with Permit
The permittee is responsible for informing its independent contractors, employees, agents and assigns of
their responsibility to comply with this permit, including all special conditions while acting as the
permittee's agent With respect to the permitted activities, and such p' ersons shall be subject to the same
sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee.
to C: Permittee Responsible for Obtaining Other Required Permits
The permittee is responsible for obtaining any other pen-nits, approvals, lands, casements and rights-of-
way that may be required to carry out the activities that are authorized by this permit.
to D: No Right to Trespass or Interfere with Riparian Rights
This permit does not convey to the pen-nittee any right to trespass upon the lands or interfere with the
riparian rights of others in order to perform the permitted work nor does it authorize the impairment of
any rights,title, or interest in real or personal property held or vested in a person not a party to the
permit.
Page 5 of 5
Am
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NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04373
PERMIT
Under the Environmental Conservation Law (EgL' _,
Permittee and Facility Information
Permit Issued To: Facility:
MARK D KING KING PROPERTY
PO BOX 1039 200 E MILL RDISCTM 1000-1064-5
MATTITUCK,NY 11952-1039 MATTITUe-'K,NY 11956
Facility Application Contact:
WEST CREEK BUILDERS LLC
PO BOX 256
NEW SUFFOLK,NY 11 956
(631)334-9205
Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: MATTITUCK
Facility Principal Reference Point: NYTM-E: NYTM-N:
Latitude: Longitude:
Authorized Activity: Remove a portion of an existing single family dwelling, construct an addition,.
second story addition, decking and porch all as shown on the attached plans prepared by West Creek
Builders LLC, last revised 4/29/15, stamped "NYSDEC Approved" on 6/23/15.
Permit Authorizations
Tidal Wetlands-Under Article 25
Permit ID 1-4738-04373/00001
New Permit Effective Date: 6/24/2015 Expiration Date: 612312020
...... ......
NYSDEC Approval
By acceptance of this permit,the permittee agrees that the permit is contingent upon strict
compliance with the ECL,all applicable regulations,and all conditions included as part of this
permit.
Permit Administrator:ROGER EVANS, Regional Permit Administrator
Address: NYSDEC REGION I HEADQUARTERS
SUNY.@ STONY BROOK150 CIRCLE RD
STONY BR001< NY 11790-3409
Authorized Signature: Date 2-3
Page 1 of 6
Town Hall Annex Telephone(631-1802
54375 Main Road Fax(631)734-9502
P.O. Box 1179
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-E OIINEERE
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: /01Z IIS
Owner: A ""'UN
Location of Property: /
Please take notice that the (check applicable line):
New residential structure
Addition to existing residential structure
Rehabilitation to an existing residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submitting this form): r �
Capacity (check applicable line):
Owner
Owner representative
TrussResReg15.docx Effective 1/1/2015
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Scott A. Russell ���'��>>K��[�wA��C'1E]E�
SUPERVISOR
MA,NNAG IEIM[IEN'7F
SOUTHOLD TOWN HALL-P.O.Box 1179 /�
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold o
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
2010
IDES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Ye- No .
nPI A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
El B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E. Site preparation within the one-hundred-year f loodplain as depicted
orr FIRM--Map of-any watercourse-.
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
' If you answered YES to one or more of the above, please submit
Two copies of a Stormwater Management Control Plan
and completed Check List Form to the Building Department wi .
p th your llulldl;og Permit Application.
S.C.T.M. #: 1000 ftp.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) District
. .
NAME:
" Section Block Lot
C.. a9 ..
tJT, P,li1LDl:tiia I)E3 A]?I'NILNT USE 0N1 Y ".rr
Contact Information:
nY pl ry"vaa M.i
Reviewed By:�
ate:� !
Property Address / Location of Construction Work: Approved for^processing
Building l _ _ — g Permit qu .
loco " �� Stormwater Manag ement Control Plan Not Required.
t
u Management Control Plan Required.
(Forward to'Ei'to,ineering Department for Review.)
FORM " SMCP-TOS MAY 2014
1zREScheck Software Version 4.6.2
' Compliance Certificate
Project
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County, New York
Construction Type: Single-famil
Project Type: New Construction
Conditioned Floor Area: 1p485
Glazing Area %
Climate Zone: 4 ( )
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
200 EAST MILL ROAD
ATTITUCK, NY 11952
Compliance: 12.3%Better Than Code Maximum UA: 325 Your UA: 285
The%Fetter or worse"rhan Code Indy reflects now close to compliance the house is based on code trade-off rules.
It DOES NOF provide an estimate of energy use or cast relative to a minimum code home.
Env-elope h
Ceiling 1: Flat Ceiling or Scissor Truss 821 30.0 0.0 0.035 29
Wall 1: Wood Frame, 16"o.c. 2,178 19.0 0.0 0.060 109
Window 1:Wood Frame:Double Pane with Low-E 260 0.300 78
Door 1:Solid 20 0.300 6
Door 2: Glass 82 0.290 24
Floor 1:All-Wood joist/Truss:Over Unconditioned Space 837 19.0 0.0 0.047 39
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application, Iroposed building has been designed to meet the 2010 New York Energy
Conservation Construction Code requirements in RE "pec ersion 4.6.2 and to comply with the mandatory requirements listed in
the
Clam E-Title Inspection Checklist.NEW Siga attr .." - AO
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f to
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.. ... ...... ..... ... _......,.......
Project Title: KING RESIDENCE Report date: 10/06/15
Data filename: C:\Users\Gary\Documents\RScheck\ ineSchec .rck Pagel of 6
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SUFFOLK COUNTY TAX MAP #1000-106-4-5
I �
ADDRESS: 200 EAST MILL ROAD, MATTITUCK, I 25R.0
• •
LOCATION MAP
NY 11952
I
OWNER: MARK KING I
SITE AREA: 22,972 SF I
BUILDINGS: 1902.9 SF = 8.28% EXISTING EX15TINO FRAME HOU5E I ®~ ,ne
I
2450.4 SF = 10.673% PROPOSED `
ZONING: MII
EXI5TIN6 5TRUCTURE TO BE REMO I SITE
FLOOD ZONE: AE (EL8) I
TIDAL WETLAND ADJACENT AREA FOOTPRINT OF EXPANDED UGTURE "
TOTAL AREA: 22,972 SF I
I
EXISTING COVERAGE BY IMPERVIOUS
STRUCTURES: I
2505.27 SF = 10.91% I .
PROPOSED COVERAGE BY IMPERVIOUS 25
I
STRUCTURES:
21928.28 SF = 12.75% •" �� I I
2 . q�0
� I I
SURVEYOR: I C�
JOHN C. eHLERS LAND SURVEYOR �' I o
I I
6 EAST MAINT STREET A E OF PROP05ED
RIVERHEA�D, NY 11901 � - I � �
, � \ / �-' � DI T RBRNGE I
DATED: OCTOBER 15, 2013 I 0I _ \ I I
REVISED: MARCH 26, 2015 P ��' \ F I I
TEMPORARY ER05ION O I
CONTROL MEA5URE51- ` DLP 3p2 I .�. o A11 EST CREEK
DURING GON5TRUGTION I\ I I
LP
N (3 -1 DESIGN I BUILD I REMODEL
0X15���G i Cj
tS �\LF C)
NEY�l S N ARY I rn DESIGN:
PERMANENT STORM SY M 25q
rn West Creek Builders,LLC
\ 150 WATER CONTROL 501E TOCK I
\ MEA5URE PILE REAS /O \ II 1" PO Box 256
t 5TI New Suffolk, NY 11956
\
0/ I b T 631 .734.2183
28 �o�� , I o
ENGINEER:
FEMA
� p I rn
2� FEMA FLOOD ZONE AELS
z _ James J. Deerkoski, P.E.
E;�CISTING FIRST FLR E 1t,� ION 11 .5 PR OSED COVERED --� �J� 260 Deer Drive
I
b0�' C\ ( 12.8' PROP05ED I Mattituck NY 11952
s�O� X15T 5A�NITA�RY 5Y5TEM '
A�NDONED PER 5.G.D.H.5. I
0 To BE MEAN a.5' HIGH WATER (MHN)
W
�L� EQU R I MENT5
.91PROP05ED 12' X 2q' DE EXI5TING
MRGH20, 2015 12 1 Op '25
REVISIONS / ISSUE:
WEST GREEK BUILDERS, LLG
o I 01 .21 . 16
4: 29 NEW r e EY15E-D�BUILDINO F O RINT I
DECK o s N 1/`� F t4FD NOUS I GARY TE I N GELD
/ /L /L 58/ 58/L 5B/ I
5B/L 155/L
• PERMANENT STORM
PROJECT:
WASTER CONTROL
G d inMEASURE , King Residence
� 45
- II 200 East Mill Road
�� q0 I Mattituck, NY 11952
C` Nb( 0 W
o NSq°W I�
NEW BUILDING FOOTPRINTPORTION OF BUILDING FOOTPFOOTPRINT TO BE REMOVED TO MEET
82 SOUTHI I I DRAWING.
TO ROCK NALL SETBACK REQUIREMENTSfIGH NATER
I I �
MARK
I SITE PLAN
I
ROOF DRAINAGE ALCULATIONS F
�A
( )
DRY WELL DW �
r-
n is`
AREA X RAINFALL X RUNOFF FACTOR
1,219 SF X (2/12 FT.) X 1.0 = 203 CU. FT. EL 0
0725
USE EXISTING 8' DIA. X 4' HIGH POOL
,0
(2) 8 X 3'-6" STORM DRAIN RINDS — 295 CU. FT.
TPLAN
f2Qg0VR R°F�ss�4���
PROVIDED - 295 CU. FT. D \
REQUIRED - 203 CU. FT.
SCALE : �. �� = 1 O'-011 MAR 2 5 2016
EUILDLNG DEPT.
TOWN OF SO
STORM WATER CONTROL WIND LOAD PATH CONNECTIONS GENERAL NOTES
COMPLY W N .Y. S . BC CHAPTER 2304.9 .6 DESIGN CRITERIA
/ 1 . THE INFORMATION WITHIN TH15 SET OF CONSTRUCTION DOCUMENTS
CONSTRUCTION ACTIVITIES: 15 RELATED TO BASIC DESIGN INTENT AND FRAMING DETAILS. THEY
' 1) Installation of temporary erosion control measures
2) Demolition of existing structures and building components 51MP50t`i LSTA 20 GAUGE RIDGE STRAP ARE INTENDED A5 A CONSTRUCTION AID, NOTA SUBSTITUTE FOR SQUARE FOOTAGE: 1475 5F INTERIOR
AT ALL ROOF RAFTERS
3) Excavation for new foundation to de-ph of +/- 3' below finished grade GENERALLY AGCGEPTED BUILDING PRACTICE AND COMPLIANCE WITH 315 5F EXT. DECKS & PORCHES
4) Construction of new foundation, deck and porch structures51 CURRENT NEW YORK STATE BUILDING CODES.
ICE AND WATER SHIELDUNDERLAYMENT 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL WORK, TYPE OF
5) Construction of New Residence
24"FROM ROOF EDGE MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT FEDERAL, CONSTRUCTION: SINGLE FAMILY
6) Installation of new landscaping plants and lawns a required
—51MPSON H3 HURRICANE A5 ALTERNATE STATE, COUNTY, AND LOCAL CODES, ORDINANCES AND CONVENTIONAL LIGHT FRAME
1) Removal of temporary erosion control measures 5IMP50N H2 HURICANE CLIP NAILED TO H2 AT INTERIOR REGULATIONS INCLUDING BUT NOT LIMITED TO THE NEW YORK WOOD CONSTRUCTION
FROM RAFTER TO STUD AT ALL RAFTERS
W/5-8d NAILS EACH END __PROVIDE 8D COMMON NAILS @ 4"o.c. STATE UNIFORM BUILDING CODE AND THE NEW YORK STATE ENERGY
AT EDGES OF ALL SHEATHING CONSERVATION CODE. DESIGN CRITERIA: PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL
51TE DATA: 2X6 @ 16"O.G.STUDS CONSTRUCTION GODS AND AMERICAN FOREST
3. DESIGNER AND ENGINEER ARE NOT RESPONSIBLE FOR SUPERVISION
Site Area: 22,812 sf = 053 ac OVERLAP BOX BEAM W/PLYWOOD
Receiving Waters: Mattituck Greelk 5HEATHIN6 AT TOP&BOTTOM OR INSPECTION OF TH15 CONSTRUCTION PROJECT. PRODUCTS WOOD FRAME CONSTRUCTION
4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRANING5 - DO MANUAL FOR 1 + 2 FAMILY HOUSE PRESCRIPTIVE
Contractor: N/A 1-1/2"WIDE/20 GAUGE METAL STRAP @ 48"o.C. METHOD
NOT SCALE DRAWINGS.
METAL STRAP WRAPPED DOUBLE TOP PLATE 5. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM OF 2b
AROUND SILL PLATE GROUND SNOW LOAD: 45 PSF
STORM WATER AND POLLUTION CONTROL MEASURES: 1-1/2"WIDE/20 GAUGE METAL STRAP @ 48"O.G. DAY STRENGTH OF 3000 P51.
FIRST LEVEL: 40 P5F L.L.
Pollution control measures to be maintained in accodance 171 b. DO MOT BACKFILL AGAINST FOUNDATON WALLS UNTILL FLOOR
NAIL SHEATHING TO SILL PLATE SYSTEM INSTALLATION 15 COMPLETE. LIVING AREAS: 40 P5F L.L.
.
with the provisions of the Town of Southold, Chapter 236, BEDROOMS: 30 P5F L.L.
2X6 ACG TREATED 51LL PLATES 1. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. AIR
storm water management and erosion and sediment SELL ALL EXTERIOR PENETRATIONS. FLASHING TO BE PROVIDED AT DECKS: 40 P5F L.L.
control measures. 5/8"X 12"ANCHOR BOLT @ 36"o.C.W/ WIND SPEED: 120 MPH
WA5HER&3X3 BEARING PLATES ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, EXTERIOR 5ESMIC
1) Protect existing vegetation to remain. DOORS, WINDOWS, DEGK5, AND WHERE REQUIRED. YgEATH DESIGN CATEGORY: B
2) Minimize the length and time areels are exposed due to clearing 5. NOTIIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND FR0T LINE : SEVERE
and grading. Stabilize all areas that are graded and stripped with DURING CONSTRUCTION. TERMITE:
LINE DEPTH: 36"
temporary seeding.
q. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE TERMITE: MODERATE TO HEAVY
3) Divert runoff water from cleared slopes and minimize lenght and NAILING SCHEDULE NE(E55ARY TO PROTECT DESIGNER, ENGINEER, AND OWNER. DECAY: SLIGHT
steepness.
10. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ON EACH LEVEL ICE SHEILD UNDERLAYMENT REQUIRED: YES, VALLEYS & PERIMETER
4) Install erosion and sediment control measures at perimeter of
WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST & PAPER A550G. 2001 EDITION AND IN BASEMENT WHEN APPLICABLE. SMOKE DETECTORS ARE
SIZED FOR COMMON NAILS
disturbance area prior to start of Construction and maintain through REO UIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING
project completion. RAFTER/TOP PLATE 3-Sd (TOE NAILED) ACCORDING TO NEW YORK STATE BUILDING CODE.
5) Maintain stabilized construction entrance. CEILING J015T/TOP PLATE 3-Sd (TOE NAILED)
CEILING J015T/PARALLEL RAFTER 1-16d (FACE NAILED)
6) Retain all runoff on site according to local regulations. CEILING J015T LAPS OVER PARTITION 1-16d (FACED NAILED) WEST REEK
1) Control dust from construction activities. COLLAR TIE/RAFTER 2-Sd (EA. END 1-1/4" STRAP)
b) Contractor is responsible for regular maintance and inspection of BLOCKING/RAFTER 2-Sd (TOE NAILED) DESIGN I BUILD REMODEL
RIM BOARD/RAFTER 2-16d (END NAILED)
all control measures to maintain proper performance. TOP PLATE/TOP PLATE 2-16d (FACE NAILED)
q) Dispose of all solid waste and debris according as well as toxic TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) WIND - BORN DEBRIS PROTECTION.
and hazardous waste according to local regulations. 5TUD/5TUD 2-16d (FACE NAILED) DESIGN:
HEADER/HEADER 16LI (FACE NAILED)
West Creek Builders.LLC
10) Maintain temporary fencing when required for safety and debris TOP OR BOTTOM PLATE/5TUD 2-16d (END NAILED)
control. BOTTOM PLATE/FLOOR JOIST 2-16d (FACE NAILED) PO Box 256
11) Contractor to report any modifications detailed control measures. J015T/51LL, TOP PALTE OR GIRDER 4-5d (TOE NAILED) GLAZED OPENINGS TO BE PROTECTED IN ACCORDANCE WITH New Suffolk, NY 11956
BRIDGING/J015T 2-Sd (TOE NAILED) A5TM E1gg6 AND A5TEM E1bb6 LARGE M1551LE TEST.
BLOCKING/J015T 2-Sd (TOE NAILED) T 631 .734.2183
BLOGKING/SILL OR TOP PLATE 3-16d (TOE NAILED) STRUCTURAL PANELS TO BE PRE-GUT, LABELED, AND
LEDGER STRIP/BEAM 3-16d (FACE NAILED) MAINTAINED ON SITE.
J015T ON LEDGER/BEAM 3-SD (TOE NAILED)
BAND J015T/JOI5T 3-16d (END NAILED) PANEL5 SPANS < 4'0 WIDE ENGINEER:
EROSION & SEDIMENT CONTROL DETAILS BAND J015T/51LL OR TOP PLATE 2-16d (TOE NAILED)
NOT TO SCALE PLYWOOD ROOF DECKING Sd @ 4" O.G. EDGES, @ 5" O.G. FIELD 3/4" (23/32") APA 45/24 SPAN RATED PLYWOOD SHEATHING PLUMBING RISER DIAGRAM James J. Deerkoski, P.E.
STRIP SHEATHING Sd (ONE/RAFTER) FASTEN STRUCTURAL PANEL TO BUILDING N/ #10X3" GALV. OR NOT TO SCALE 260 Deer Drive
SUPPORYSTAKES* PLYWOOD WALL 5HEATHING 6d @ 4' O.G. EDGES, @ 8" O.G. FIELD 55 SCREWS N/ WASHERS AT 16" O.G. OVERLAP OPENING 4"
(aPER BAa ) PLYWOOD 5UBFLOOR DEGKING SD @ b" O.G. EDGES, @ 12" O.G. FIELD Mattituck, NY 11952
STRAW BALES-INSTALLED ~~SUPPORT STAKES*
CONTINUOUSLY AGAINST (0 8'MAX.SPACING)
DOWNSLOPE SIDE OFo o - - 0 0
FILTER FABRIC FENCE I - - - - - - - --
4" ROOF VENT
8'MIN.
I I
1 1 3"
� FILTER I"AeR=c FENCE � ° ' ' °
FILL REVISIONS / ISSUE
FRAMING NOTES
SLOPE
COMPACTED I 1
BACKFILL Permit Set 10.14.15
BAIL BINDING _ 1. ALL LUMBER SHALL BE GRADE STAMPED DOUGLA5 FIR-LARCH ° 1 1 °
FLOW
- ��. STRUCTURAL GRADE #2 OR BETTER. 1 1 1 1/2
- EXISTING GROUND - 1 1/2 1 1/2
W, 2. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR ° L - ° °
USE V x 2"x 48'(*3/8')WOOD OR OPENINGS OR A5 NOTED. NOT TO>5GALE ISHOWER OR BAT SECOND FLOOR
EQUIVALENT STEEL(U ORT)STAKES 3. DOUBLE FRAMING UNDER POSTS AND PARALLEL PARTITIONS OR A5 C.OI 1 1/2
NOTED ON DRAWINGS. 2 3 PROJECT:
4. PROVIDE 50LID BLOGKINO FOR ALL JOISTS AND FLOOR BEAMS AT PANELS SPANS 4'0 OR W3IDER King Residence
MAXIMUM 8.0 FT ON CENTER. 3/4" (23/32") APA 45/24 SPAN RATED PLYWOOD 5HEATHING N/ 2X4 200 East Mill Road
5. SUPPORT ALL HEADERS 6.0 FT AND OVER WITH DOUGBLE UPRIGHTS. 5TRONG-BAGK5 @ 241O.G. 51ZE TO OVERLAP OPENINGS 4 AND
SUPPORT ALL HEADERS q.0 FT AND OVER WITH TRIPLE UPRIGHTS. FASTEN PLYWOOD TO 2X4 BRACING N/ #10X3" GALV. OR 55 5GREW5 Mattituck, NY 11952
ALL HEADERS SHALL BE SIZED A5 NOTED OR MINIMUM OF 2-2X6. N/ Y\iAt5HER5 AT 12" O.G. FASTEN STRUCTURAL PANEL TO 1 1/2 1 1/2
11/2
PERMANENT STORM WATER CONTROL 6. ALL PENETRATIONS BETY'JEEN LEVELS SHALL BE FIRE STOPPED. AIR BUILDIING N/ #10X3" GALV. OR 55 5GREW5 N/ NA5HER5 AT 16" O.G. w.c. LAV
TYPICAL D RYW E LL DRAINAGE IRING SELL ALL EXTERIOR PENETRATIONS. FLASHING TO BE PROVIDED AT FIRST FLOOR SHOW ER OR BATH
NOT TO SCALE ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, EXTERIOR 3 11/2
11
DOORS, NINDON5, DEGK5, AND WHERE REQUIRED. °I 1°1 °°� °1 '°I 2 IC.° . DRAWING:
1. NAILING SCHEDULE TO COMPLY KITH N.Y.5. ALL EXTERIOR NAILS TO I 1 I 1 I , 1 1 1 1 2X4 STIFFENERS s
TO EXISTING HOUSE NOTES & DETAILS
BE GALVANIZED. 1
-111=11 °1 101 1001 lol lol SANITARY SYSTEM
III- II111 I1 I I I I I I I I I I
!_l�" Ili= 8. FASTEN ALL FLUSH HOOD CONNECTIONS KITH RATED GALVANIZED
III�I on® ® ® ® ® ® III 1 1 1 1 1 I
O III- 11 1 1 ASSEMBLE MULTIPLE SECTIONS
BACKFILL kV -Iilll ®® ® ® ® c-- CzQ ®no® =_ METAL CONNECTORS BY 51MP50N OR APPROVED EQUAL. 1 1 1 1 NEW
GLEAN5AND �l mo ® ® ® ® ® ® ® ®® II' 2',3.5',4',6' „ II 11 Iol l0 I °I I° Yy/ 1/4" THICK BOLTS 2' O.G. �5� °f�Ryo�'�
AND GRAVEL -III= ®® ® ® ® ® ® ® ® ®® M. TALLSEGTIONS q. NAIL PLYWOOD 5HEATHING KITH Sd @ 4 O.G. AT EDGES AND 6d @ 12 101
I 1 I I 1 @ v
®®® ® ® ® ® ® ® no =11-
IIIIIII III-I.
®® ® ® ® ® ® ® ® EN I.111--. O.G. IN FIELD 1 1 1 1 1 ' •"• .,�;1,: ��._`�
_ _
-I 11=1 11= II I-III- I I I I I I � " ' •"' w
-III=11 ®n ® ® ® ® ® ® ®901=III=11' I I I I n
I°I
10. ATTACH ALL ROOF RAFTERS TO PLATE AND STUD KITH GALV. 1 1 '0 1 1 1
11=III=11I -Ill=1 Io1 0
®no III=1 1
-111_1 I I1=�I
HURRICANE TYPE CONNECTORS. NOT TO)5CALE FoARO�
24"MINIMUM TO GROUND WATER 11. MULTIPLE LVL MEMBERS SHALL BE COMBINED A5 PER
-- - - - - - - - - -
MANUFACTURES RECOMMENDATIONS. ALL JOISTS, GIRDERS, AND
HEADERS TO HAVE BEARING STIFFENERS AS PER MANUFACTURER.
28'
4' ' 13' 8'
-{3�1-9- 8' L-1?I M-zI e e - - - - - - -
� ,- - _
— — — — — — — -I,. - - - - - - - - - -� - -
I I I FLOOD VENT
(8"X16"TYP.) I ..•. I - - -
- - - - - - r
L - � `p I I � 11-1/8'_TJI 560 16"O.G. FLR.JOISTS in '-
I I I I•,, I r- - � I . . u - - J
7�ml
(2)TJI JOI5T5CONCRETE PI R WITH
CONCRETE PIER WITH I I . FLOOD VE T8"X16"GONG. BLOCK PIERS FLOOD VENT I 24"X24"X12"F OTING(T P.)
24"X24"X12"FOOTING(TYP.) (8"X16"TY .) (8"X16"TYP.) °j 1
I ON 30"X30"X16"THK. P.G. FOOTING I I I ry
L _J I I.., I W/(4)#4 REBAR EACH WAY
m I I I I I 7_2X8 @ 16"O.G.T .NO.JOI T5
2X10 TR.WD.LEDGER BOARD I I ~• - - - (2)TJI JOISTS I - I ry
in
zz
fl BOLTED W/1/2"LAG5
l o II: : I L - I : � —
@ 32 O.G.STAGGERED I 1l'6 1/2" w 9' 1 1l2"
4'-2 1/2"
EPDM&COPPER FLASHING POINT LOAD
FROM ABOVE
- I - _ - - 8"X16"POURED GONG.FOOTINGGRANL _ 1
N o W 2 #4 GONTINUOU5 REBAR
L I I I `n RAKE SAND SMOOTH& LEVEL i,
(OPTIONAL 2"SLAB) 8"THK.POURED GONG.
INSTALL 50LID mic
LOVER BEAM I I _ _ _ I v I (2)TJI JOISTS _ _ I . I FOUNDATION WALL
W/LIQUID APPLIED DAMPROOFING
WHERE RQUIRED
V-13OCKING
2X10 @ 16"O.G.TR.WD.JOIST_5I PROVIDE CLOSED CELL L_ _� 8"X16"GONG. BLOCK PIERS
�
SPRAY FOAM ON 30"X30"X16"THK.
INSULATION ABOVE n P.G. FOOTING W/(4)
r PROVIDE SIMP50N I I W
#4 REBAR EACH AY I
l. 11- /8"TJI 560 0 1-C O.G. FLR.JOISTS
LJ #LU5210Z(TYP.) - - - - - -
I FLOOD VENT _ I
(8"X16"TYP.)
FLOOD VENTS:
MIN.TOTAL NET AREA OF 1
5Q. INCH PER 5Q. FOOT OF I - J
ENCLOSED AREA. PROVIDE 50LID —CRAWL SPACE ACCESS DOORS
- ' I BOTTOM OF OPENING5 TO BE BLOCKING AT GIRDER
I 4: I •,. I NO HIGHER THAN V ABOVE GRADE 1� I T
II I FLOG VENT '
TYP) I I WEST CREEK
- - - - - - - - - - - - - lull ..
- - - - - - - - - -J I m
- - - - - - - - - - - - - - - - - - - - - - - DESIGN I BUILD ( REMODEL
DESIGN:
12'12' 15-6 1/2" 3'- 9'-5 1/2"
2430DH West Creek Builders,LLC
12' PO Box 256
I
New Suffolk, NY 11956
T 631 .734.2183
MECHANICAL &
FOUNDATION PLAN _ Q KITCHEN r BATH MECHANICALMUD ROO UP -_
0 73—
SCALE : 1/4" = V-0" - m 5' Vjo,�T-s
ENGINEER:
m I (2)TJ I J 15T5 1
(V
_ James J. Deerkoski, P.E.
226886'WIDE E TRY(2CANOPY ITH 260 Deer Drive
9'-21/4" n BRACKET
11--r/8"TJI 560 @ 12"O.G. F.J. n- � - -�- _ �, o ENTRY PORCH M attituck NY 11952
X m
2X6 WALL TO T;
AGGOMDATE(4)LVL (6)2X6 P05T cq
(41'1/8"LVL FLUSH _ _ _I FLUSH
n-' I
01 BUILT-IN CLOSE— BUILT-IN t-
F- I BOOKCASE STORAGE
U DE 5 AIR UNDER-STAIR 4'-6"
>
A
REVISIONS / ISSUE:
i7Fr•{� `" DINING AREA � ,�
'z REVISIONS
_
- - - - - - - - 3 6- - - - -
P s- I Permit Set 10.14.15
ry `V 1X6 DECKING ON �_ � `�
TREATED WQQD FRAMING ID ? I UP
� I � I
(4) 111/8"LVL FLUSH (2)11-1 "L FLUSH
— -
� I -
2X6 WALL TO o
I
ACCOMDATE(4)LVL (6)2X6 POST
11-1/8_TJI 560 @ 12"O.G. F.J. _ _ _ _ PROJECT:
I LINE OF SECOND
I
�-'FLOOR ABOVE BEARING WALL King Residence
a
Q
m I LIVING ROOM o 200 East Mill Road
BEDROOM#2X m
o
M attituck, NY 11952
N
m I
1 T-3 1/2"
W OD N
rovE •BEDROOM WINDOWS TO MEET o
in OR EXCEED EGRESS REQUIREMENTS °
1
(2 2X10 HORI (2)2X10 HDR
DRAWING:
UA
2-2849DH 2-2849DH o FOUNDATION PLAN
CHIMNEY
FIRST FLOOR PLAN
4'-6 112" 11' 3' 4'-3" 5'-2 1/2"
�.DE `r O��
EE: �� ��� �
PROJECT NORTH ���� z3
FIRST FLOOR PLAN aARo1,
FESS
SCALE : 1/4" = V-0"
TIES IN MAIN UPPER RIDGE TIES IN MAIN UPPER RIDGE
21'-11" AND LOWER ROOF AND LOWER ROOF OVERHANG
2X8 R.R. 2X8 R.R.
12 1/2: 12 12 1/2: 12
, 2030DH ' r
5HOINER
I I
BENCH I I
m A LAUNDY 3' 1 1/2" ROOF-ASPHALT 5HIN6LE5 ON 30#BLDG.
I I PAPER ON 5/8 PLYWOOD SHEATHING ON
o � �
X `D WALK-IN cO I I 2X10@1b"O.G. ROOF RAFTERS.PROVIDE
CONTINUOUS RIDGE VENTING
U05ET
I I
_ •
6'-11" m
MASTER
I I
ry 1I4 I I ENTRY CANOPY
0 ® b' I I ABOVE DOORWAY
5'-2 I
BATH
rn I 1 I AT FIRST FLOOR
WEST CREEK
PORCH
GUTTERS I DESIGN I BUILD I REMODEL
4"K-STYLE ALUMINUM
_ I I
D N 3'b'. n
o w �
q-112"T 12 0 ra 16' ad.G. . I I L >
LONER ROOF UPPER ROOF �►
O UPPER ROOF
West Creek Builders,
m ROOF
BELOW- --�- I I PO Box 256
RAILING
A IG I ^' 5 1/2: 12 5 1/2: 12 5 1/2: 12
PEN TO < �-
' {2) 1/2"LVL I
ACCESS I ST IRWELL
I I
New Suffolk, NY 11956
` 28b8 I I
v I I T 631 .734.2183,
M
o M 1 2�8 @ 16"O.G. R.R.\ 2X10 @ 16"O.G. R.R' 2X10 @ 16"O.G. R.R,
9-1/2"TJ1230 0 16"O.G.G.J. I I ROOF OVERHANG
_..... _.............'• .......' ...,.,. .......� . NOF GABLES
CONTINUATION ENGINEER:
I I 5-1/2"PITCH
,
.. . . .. , .. _ , . 21 J k k
II
James J. Deer os i, P.E.
GUTTERS-4"K-STYLE ALUMINUM e
n , , er Drive
MASTER BEDROOM � x 260 D
Mattituck, NY 11952
v 'BEDROOM WINDOWS TO MEET v
OR EXCEED EGRESS REOUIREMENT5 '
_ n I I
. I I
(2)2X10 HDR (2)2X10 HDR I L_
- - - - - - - REVISIONS / ISSUE:
L
- - - - = Permit Set 10 14 15
CHIMNEY
•- o
. .
,
,
GABLE ROOF OVERHANG GABLE ROOF OVERHANG
T-0 1/2" 2'-5" 3' 2'-5" T-0 1/2" TIES IN MAIN UPPER RIDGE CHIMNEY TIES IN MAIN UPPER RIDGE
AND LOWER ROOF LOC FLASHING AND LOWER ROOF OVERHANG
PROJECT:
King Residence
200 East Mill Road
SECOND FLOOR PROOF PLAN- Mattituck, NY 11952
SCALE : 1/4" = V-0" SCALE : 1/4" = V-0"
DRAWING:
SECOND FLOOR PLAN
ROOF PLAN
pF NE1v
O��
PROJECT NORTH07
PAPER ON 5/8 PLYWOOD SHEATHING ON
2X10@16"O.G. ROOF RAFTERS. PROVIDE
G0NTIN0005 RIDGE VENTING
ROOF-ASPHALT SHINGLES ON 30#BLDG.
PAPER ON 5/8 PLYWOOD SHEATHING ON
2X10@16"O.G. ROOF RAFTERS. PROVIDE
CONTINUOUS RIDGE VENTING -
8"SOFFIT �8"SOFFIT
H�H fffl H�H fffl
28361)H2836DH 2836DH 2836DH 2836DH
3049DH* 3049DH*
12"SOFFIT
-r
N
ENTRY CANOPY
8"SOFFIT
FILL-
2849DH 2849DH 2849DH* 2849DH* 2849DH 2849DH 2849DH 2849DH
1� 1E
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - -ft-
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
FIRST FLOOR
m
FLOOD VENT FLOOD VENT-� -FLOOD VENT
Ilk
SOUTH ELEVATION WEST ELEVATION
WEST CREEK
SCALE : 1/4" = V-0" SCALE : 1/4" = V-011 DESIGN I BUILD I REMODEL
DESIGN:
West Creek Builders,LLC
PO Box 256
New Suffolk, NY 11956
PAPER ON 5/8 PLYWOOD SHEATHING ON T 631 .734.2183
X. 2X10@16"O.G. ROOF RAFTERS. PROVIDE
CONTINUOUS RIDGE VENTING
ROOF-ASPHALT SHINGLES ON 30#BLDG. ENGINEER:
PAPER ON 518 PLYWOOD SHEATHING ON
2X10@16"O.G. ROOF RAFTERS. PROVIDE James J. Deerkoski� P.E.
CONTINUOUS RIDGE VENTING
260 Deer Drive
Mattituck, NY 11952
8"SOFFIT �8"SOFFIT
REVISIONS / ISSUE:
2836DH 2836DH 28361)H 0360
Permit Set 10.14.15
12"SOFFIT
ENTRY CANOPY
8"SOFFIT PROJECT:
ENTRY CANOPY ® -
King Residence
2430DH
200 East Mill Road
3049DH* 3049DH* 2849DH FirMattituck, NY 11952
FIRST FLOOR
m
CRAWL SPACE DRAWING:
ACCESS DOOR FLOOD PENT
FLOOD VENT CRAWL SPACE
ACCESS DOOR ELEVATIONS
sof NEw�,
DE, R, r O,Q'F
EAST ELEVATION- NORTH ELEVATION Uj
Uj
SCALE : 1/4 = V-011 SCALE : 1/4 = V-011 � -
rESS
Pr'
VENTED RIDGE GAP(TYP.)
11-1/8"LVL RIDGE VENTED RIDGE GAP(TYP.)
12 12 ASPHALT SHINGE ROOFING ON 30#BLDG.
51/21 51121 PAPER ON 5/8"PLYWOOD SHEATHING ON
2X10@16"RAFTERS 18"GABLE END
ROOF OVERHANG
PROVIDE 2X4 BRACING VINYL BEADED SOFFIT Ai ric
1X8 PVC FASCIA W/VENTED SOFFIT \ AT 32"O.G.
/2
8"OVERHANG 2X10 @ 16"O.G. R.R. 1 TJ I 30 @ 16
4"THK. PLYW . BETkNE N BRACING _
.E
t.
a
t
%Y� '�i
'i. t' �+ti y�,: t .kf�la .19._. �3t
i�' 'ir
1 i~ t i'
TOPS G �� `.�� s, a''
SECOND FLOOR FLA I.
L E •� qty �.l•
•;t.a
ea' t d
t. ,. �. ... 4 , ,.. 1.�.�t• ���
_ _TOP 5EGOND FLOG LAE _
1X8 PVC,FASCIA W/VENTED SOFFIT
10
q-1/2"TJI 230 @ 16"O.G.G.J. 8"OVERHANG
LL
VINYL GLAD WOOD WINDOW � U
VINYL GLAD WOOD WINDOW- � / \\ Z)
12 HALL \ `\ o -- -
ROOF OVERHANG 5 11.2�— o /
EST CREEK
12
CONTINUATION OF GABLES5 1/2T H MASTER BEDROOM
1X8FA5GIAW/12"OVERHANG �� DESIGN I BUILD I REMODEL
2X8 @ 16"O.G.R.R. TDP SECOND FLOOR SUBFLR. / IL I
_ _
OP SECOND FLOOR SUBFLR. —
11-1/8"TJI 560 0 12"O.G.F.J.
50LID BLOCKING 1X8 PVC FASCIA 11-1/6"TC560 @ 12"O.G.FLR.J015T5 DESIGN:
�(2) 11-118"LVL
-(2)q-1/2"LVL WJ(1)3/4"5TL.q"PLATE FINISH STAIR 1^!/OAK West Creek B u i Iders,LLC
/ TREADS,PAINTED POPLAR PO Box 256
R15ERS AND STRINGERS
T
VINYL GLAD WOOD WINDDYV— / VINYL CLAD GLIDING DOOR o BATH BEDROOM#2 New Suffolk NY 11956
ENTRY DINING REA I o T 631 .734.21 Q3
8
HALL o
J�50LID BLOCKING 11-1/8"TJI 5b0 @ 16"O.G.FLR.JOISTS
_ —TOP FIRST FLOOR SUBFLR. — \ / v� -TOP_ELRSTFJ QDDUBF1 R` TOP F!R5T FLOOR SUBFLR.(MIN.3') ENGINEER:
1'1=1/8".TJ1.560 16".O,G::FLR.JOISTSt ;+', ii ;:;, i TOP FOUNQATION — _ —xh`-
_ James J Deerkoski P.E.
TOP FOUNDATION — 2X10 @ 16"0.G.TR.NO.JO15T5
�—(2)2X6 TR.WD.SILL PLATE Wl (3)q-1/2"LVL GIRDE RAKE SAND \—(2)2X6 TR.WD.SILL PLATE WJ 7
TERMITE SHIELD V —2X10 LEDGER (3)2X10 TR.NO. TERMITE SHIELD GRAM 5PAGE RAKE SAND SMOOTH&LEVE
260 Deer Drive
SMOOTH&LEVEL / (OPTIONAL 2'SLAB) M attituck NY 11952
GRAWL 5PAGE BEAM m
#t:tj521 oz
m i , (OPTIONAL 2"SLAB) PROVIDE 51MP50N a,
FLOOR HEIGHT TO BE
a9 .
8"X16"GONG.BLOCK PIER . WJ IN MIN 1 DF GRADE G,
.-
FLOOR HEIGHT.TO BE
- CONCRETE PI FOUNDATION WA
8"UN POURED CO
ON 30"X30"X16"THK.P.G.FOOTING__ 8'`THK.POURED GONG, __. _ _
W/IN MIN. V OF GRADE TO T
W/(4}#4 REBAR EACH WAY ". FOUNDATION WALL W/24"X24"X "FOOTING TYP. 8"X1 b
TOP FOOTING P FOO -. ___-. ___- - -_. -- -- G
O U5 REBAR
N FOOTIN
b"X16"POURED GONG. FOOTING
W(2)#4CONTINUOUS REBAR REVISIONS ISSUE:
Permit Set 10.14. 15
PROJECT:
BUILDING SECTION A BUILDING SECTION B King Residence
• — — 200 East Mill Road
SCALE . 1/4 — 1 -0 SCALE . 1/4 — 1 -0
Mattituck, NY 11952
DRAWING:
BUILDING SECTIONS
F OF NEW/0
0
5 it
�. ' Uj