HomeMy WebLinkAbout40722-Z 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 Survey .... �.
SoutholdTown.NorthFork.net PERMIT NO..�� " � Cltc'ck
Septic Form
N.Y.S.D_E.C._.....
Trustees_
�.... 20 Flood Permit
Examined ....... _— ....�
Storm-Water Assess
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mint Form
Contact: JL.65—v SlAir04
Approved_...— ._ ;�ZO Mailto:
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Disa roved a/c ,��; Pho=
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Expnmat¢a-m,.... ...., 21 ,
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. APPIJA TION F �: I1t11uT'di� PE: IT
AP[i IIgo O D" Fp DateAft 20 14
a. Ie 4S fled 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.GJpon approval o°f1his apap9ication.the Building Imgsector wmill issue a Building Pen-nit to the applicant.Such a permit
shall be kept kin the psernisos z1vaijable for inspection throughouQ the work.
e.No buil(line shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building;permit shall expire if the work authorized has not comurenc.ed within 12 months after the dale of
issuance or has not been completed within 18 months from sLwh,date,,If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Barildia12 Inspector may authorize,in writing,the exterusion of the permit for an
addition six months.Thereafter,a new permit shal I be required.
APPLICATION IS HEREBY MADE to the Building Departntent l'or the issuance of Building Permit pursuant to the
Building Zone Ordintinr'e of rhe Towvrw of Southold.Suffolk Cotrnty,New York,and other applicaNe Laws,Ordinances or
Regulations,for the u,onstruc6on of buildings,additions,or aGtercations or for removal or denrolition as herein described..The
applicant agrees tura comply with all rtpphcable laws.ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant i own r,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
... � VEF0/1vr e� c_.......I
'A"Name of owner of remises �. 5 ..._......�
(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 No.
Other Trade's License No.
1. Location of land on which pro ed wofk�vi>< W saga' eta+'`
a 42 5-A-t�T OE /V
House Number Street- Hamlet
County Tax Map No. 1000 Section _
' �g Block
Subdivision 11,,49101 mm 0 I sled Map No. ) Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy ES d D EAJ 7—
b. Intended use and occupancy D�FQ T-
3. Nature of work(check which applicable):New Additionmm Alteration
Repair Removal Demolition Other Work--
4. Estimated Cost Z�00 . 0 0 Fee
(Description)
(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 21
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Frorln,d "Re,rDepth
Height 2!) D Number of Stories
Dimensions of salme structure with alterations or addit 6 Rear
,jqp& Front
Depth Height Number of Stories
8. Dimensions of entire new construction:Fronj:5,6 R r Depth
Height Z/), q i —Number of Sto'des,
'
9. Size of lot:Front 05,01 Rear �6 Ll _Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO/
13.Will lot be re-graded?YES__NO�Will excess fill be removed from premises?YES__NO_,/
JOE L10-C-1 Aep f 24 &DLL)"Pdl 4 ag f �o
14.Names of Owner of pren7HSCS c^ .A Address tA7-17-c-N 11&,NrMPhone No,
Name of Architect FJ"N WOA; Address�60VWr
, 10
A W Phone No-LaL2il-Ly Ll-
Name of Contractor JO C-' r"tj"fl--t-i Address Phone Nod, i
15 a.Is this property within 100 feet of a tidal wetland-or a freshwater wetland?*YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?* YES NO-
* IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on Survey.
18.Are there any covenants and restrictions with respect to this property?* YES—NO—Z
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF_)
JOE being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
N)He is the 0 bIIVCoe- .....................
(Contractor,Agent,Corporate
of said owner or owners,and is duly authorized to perforin 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 therew"t1bleen Haynie
Notary Public,State of Now York
Sworn to before me this No.01HA49`160118
day of.___,qAkZ14 20
Commission Exp1,l,
Notary Public Noutary r --w York Signature of Applicant
f ).OIHA—
Low'mssioa Expires
"^ BOARD MEMBERS SoutholdTown Hall
Leslie anes Weisman,Cai erso
� 53095 Main Road•P.O.Box 1179
Southold,NY 11971-0959
Eric Dantes Office Location:
Gerard P.Goehringer Town Annex/First Floor,Capital One Bank
George Homing 54375 Main Road(at Youngs Avenue)
Kenneth Schneider � Southold,NY 11971
http://southoldtown.northfork.net
ZONING BOARD OF APPEALS
Tel.( 31)765-1809 ( 3 )765-9064
l
1. 1
SEP 2 2 2014
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF SEPTEMBER ,
2014
ZA FILE: 6781
NAME F PLICAT: Joseph Licciardi and Catherine Pino
PROPERTY LOCATION: 50 Cleaves Point Road(adj.to Orient or)East Marion,NY. SCT #1000-3 -2-31
S:EQRA DETEI INr TIO ; The Zoning Boardof Appeals has visited the property under consideration in this
application and determines that this review falls under the Type H category of the State's List of Actions, without
further steps under SE
SU FOS R 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 August 19, 2014 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 August 21, 2014. 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 at the proposed action is EXEMPT from Coastal Consistency Review.
PROPERTY FACTS/DES RIPTION: Subject property is located in the R40 zone and is non-conforming with
26,321 sq. ft. It is improved with a 2 story dwelling and a one story framed building. It has 100.00 feet of frontage
on Cleaves Point Road, 281.23 feet along the eastern property line, 102.26 on Orient Harbor and 338.09 feet along
the western property line. As shown on the survey dated October 10, 1997, last revised April 4, 2014 prepared y
John T.Metzger, LLS.
BASIS O�F APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building
Inspector's April 18, 2014, renewed July 14, 2014 Notice of Disapproval based on an application for building
permit to construct additions and alterations to an existing single family dwelling, at; 1) less than the code required
minimum side yard setback of 15 feet, 2) less than the code required combined side yard setback of 35 feet.
RELIEF QUESTED: The applicant requests variances to construct additions and alterations in locations
requiring; 1) a 14.5 foot side yard setback where the code requires a minimum of 15 foot and, 2) a combined side
yard setback of 32.5 feet where the code requires a minimum 35 foot combined.
AO:I11"1`IONAI. INFORN4AT"ION: The dwelling exists with an 11 foot side yard setback from the westerly property
line and a 14.5 foot side yard setback from the easterly property line. The new additions and alterations at the
Page 2 of 3—September 18,2014
ZBA File 6781—Lieciardi/Pino
SCTM#1000-38-2-31
easterly side yard (Garage) are proposed to maintain the existing side yard setback of 14.5 feet. The new deck
addition is proposed to have an opposing(westerly) side yard setback of 18 feet.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on September 4,2014, 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:
i. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties.Adjoining properties to the east have similar non-conforming
side yard setbacks to that of the subject dwelling.
2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The dwelling exists in its present non-conforming locations
and any additions and alterations at those locations will require a side yard setback variance
3. Town Law 267-b(3)(b')Q. The variances granted herein for a 1) side yard setback of 14.5 feet and 2) a
combined side yard setback of 32.5 feet are both not mathematically substantial, representing 3% and 7% relief
from the code respectively.
4. Town Law V67-b(3)ffi)(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.
5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law x267-b. Grant of the requested relief is the mini-mum action necessary and adequate to enable the
applicant to enjoy the benefit of a constructing additions and alterations to the existing dwelling having a side yard
setback of 14.5 feet and a combined side yard setback of 32.5 feet,while preserving and protecting the character of
the neighborhood and the health, safety and welfare of the community.
RESO1,UTION OFTHE-, 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
GRANT the variances as applied for, and shown on the survey prepared by John T. Metzger, L.S., dated Oct. 10,
1997 and last revised April 4, 2014 (additions). and the architectural plans prepared by Eileen Santora, Residential
Designer, sheets I through 4 dated 10/11/13, sheets 5 and 6 dated 10/28/2013 and sheet 7 date stamped received by
the ZBA July 18,2014.
Any deviation from the survey, site plan and/or 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 a new 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.
Page 3 of 3—September 18,2014
A File 6781—L eiard` o
S #1000-38-2-31
e 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: eyes: Members Schneider, Horning, Goa Inger; D antes. .Absent was: Member Weisman (Chairperson).
This Resolution was dally adopted(4-0).
_.
l,aaetka Schneider, Acting,(Blau1persa
Approved for filing / .
1
REScheck Software Version 4.4.4
Compliance Certificate
Project Title: Licciardi Remodel
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County,New York
Construction Type: Single Family
Project Type: New Constriction
Conditioned Floor Area: 0 fit
Glazing Area Percentage: 160/a
Heating Degree Days: 5750
Climate Zone: 4
Permit Date:
Construction Site: Owner/Agent: Designer/Contractor:
50 Cleaves Point Road
East Marion,NY
Compliance: 71.0°j•Better Than Code Maximum UA: 473 Your UA:421
The%Better or Worse Than Code Index reflects row dose to compliance the house is based on code trade-off riles.
It DOES NOT provide an estimate of energy use or cost native to a minimumscode home.
AssembliesEnvelope
® , r
•
•
Ceiling 1:Flat Ceiling or Scissor Truss 1,328 30.0 0.0 46
Ceiling 2:Cathedral Ceiling 224 19.0 0.0 12
Wall 1:Wood Frame,16"o.c. 2,941 19.0 0.0 149
Window 1:Wood Frame:Double Pane With Low-E 466 0.350 163
SHGC:0.00
Floor 1:All-Wood JoistrTruss:Over Unconditioned Space 1,552 30.0 0.0 51
Compliance Statement: The proposed building design described her is , Istent With the building plans,spedAfications,and other calculations
submitted with the permit application.The proposer/building has been e i ed to meet the 2010 New York Energy Conservation Construction Code
requirements.in REScheck Version 4.4.4 and to comply wAth the mends q ants listed in the REScheck Inspection Checklist.
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Project Title: Licciardi Remodel Report 04/03/14
Data filename: C:\Users\Administrator\Documents\REScheck\Licciari.rck Pagel of 1
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL 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
December 8, 2015
Mr. Joseph Licciardi
21 Columbia Avenue
Staten Island, NY 10305
RE: Permit No.: 1-4738-01809/00005
Dear Permittee:
In conformance with the requirements of the State Uniform Procedures Act
(Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are
enclosing your permit.
it. Please carefully read all permit conditions and special permit
conditions 'contained in the permit to ensure compliance during the to of the permit.
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 and a Notice of commencement/Completion of
Construction. Please note, the permit sign and Notice of Commencement/Completion
of Construction form are sent to either the permittee or the facility application contact,
not both.
Sincerely,
Laura F. Star
Environmental Analyst
LF /Is
NEWYORK Depa,rtmentoif
srrrcraw
Environmental
4,, conservation
Am
taboo
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-01809
PERMIT
Under the Environmental Conservation
Permittee and Facility Information
Permit Issued To: Facility:
JOSEPH LICCIARDI LICCIARDI PROPERTY
21 COLUMBIA AVE 50 CLEAVES POINT RDISCTM# 1000- -02-
31.0
STATEN ISLAND,NY 10305 EAST MARION,NY 11939
(917) 747-661
Facility Application Contact:
CONDON ENGINEFFJNQJ
1755 SIGJSBEE RD
MATTITUCK,NY 11952
(631)298-1986
FacilityLocation: i S i L Village: EastMarion
Facility ci re Point: NYTM-E: 723.383 NYTM-N: 4555.013
Latitude: 1°06"56.5" Longitude: 72'20°21.7"
Project ci : 50 Cleaves Point Road - Watercourse-Orient Harbor
Authorized c ' i Install an underground piped connection o sewage ejection system in the
existing accessory it i g to a existingseptic s st.e 1 authorized activities must e instrict
co with e attached plans stamped approved on December 8, 2015. )
Permit Authorizations
Tidal Wetlands -Under Article 25
Permit ID 1-473 8-Q 1 809/00Q05
New it Effective ate: 12/8/2015 Expiration ate: 12/7/2020
NYSDEC Approval
By acceptance of this permit, the permittee.agrees that the permit is contingent upon strict
compliance wi e ECL, all applicable li s, and all conditions included oft is
permit.
PermitAdministrator:LAURA J SCOVAZZO, Deputy Regional Permit Administrator
Address: NYSDEC Region1 Headquarters
SUNY @ Stony Brook150 Circle Rd
Stony Brook, 11790 -34
Authorized Signature: Date w/ �S
Page 1 of 5
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-01809
Distribution ist
CONDON ENGINEERING PC
Habitat-TW
LAURA F STAR
Permit Components
NATURAL IT CONDITIONS
GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS
NOTIFICATION OF OTHERIOBLIGATIONS
NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following
Permits: TIDAL WETLANDS
1. Post Permiti e it sign enclosed with thi's-permits 1 be posted in a conspicuous
location on the worksite and adequatelyprotected er.
2. Noticerhe c t least o s prior to commencement of the project,the permittee.
and contractor shall sign' return the top portion of the enclosed notification form certifying t 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 he signed sand returned, along with photographs of
e completed work.
3.,No ConstructionDebris in Wetland or Adjacentre y debris or excess-material from
construction of this project shall be completely removed e adjacent area(upland) and removed to
an approved-uplandjarea,for disposal. No debris is-permitted in wetlandsor protected buffer areas.
4. S"eeding,Disturberl 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 pe it expi' tion,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 gennination.
5. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall
e located a minimum of 2 feet above seasonal o ater.
Page 2 o5
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-01809
6. State May Order Removal or Alteration of Work If future operations by the State of New York
require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the
Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation
of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause
loss or destruction of the natural resources of the State, the owner may be ordered by the Department to
remove or alter the structural work, obstructions, or hazards-caused thereby without expense to the State,
and if, upon the expiration or revocation of this.permit, the structure, fill, excavation, or other
modification of the watercourse hereby,authorized shall not be completed, the owners, shall, without
expense to the State, and to such extent and in such time and manner as the Departnient of -
1 nvirowne t
Envirownental 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.
7. 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, out 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 to of New York on account of any such removal or
alteration.
8. 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,
lubrid a.ftts,'e"p"biky 'icbatifi-g's,paints, concrete, leachate or anyothdr eri'viromnentally deleterious materials
associated with the project, :
9. Conf6r* mance With Plans All activities authorized by this permit must be in strict conformance
with the approved plans submitted by the applicant or applicant's agent as part of the permit application.
Such approved plans were prepared by Condon Engineering,-P.C., dated October 9, 2015 and stamped
NYSDEC approved on December 8, 2015.
19. 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 to for the conservation or improvement of navigation, or for other purposes, and no
claim or ri0tto compensation shall.accrue ftom any-such damage.
GENERAL CONDITIONS - Apply to ALL Authorized its:
1. Facility Inspection by The Department The permitted site or facility, including relevant records, is
subject to inspection at reasonable hours and intervals by an authorized representative of the Department
of Environmental Conservation (the Department) to determine whether the permittee is complying with
this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301
and SAPA 401(3).
The permittee shall provide a person to accompany the Department's representative during an inspection
to the permit area when requested by the Department.
Page 3 of 5
daftwo
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC 10D 1-4738-01809
copy of this permit, including all referenced reaps, drawings and special conditions, must be available
for inspection by the Department at all times at the project site or facility. Failure to produce a copy of
the permit upon request by a Department representative is a violation of this pen-nit.
2. Relationship oft is Permit to Other Department Orders and Determinations Unless expressly
provided for by the Department, issuance of this permit does riot modify, supersede or rescind any order
or determination previously issued by the Department or any of the terms, conditions or requirements
contained in such order or determination.
3. Applications For Permit Renewals, Modifications or Transferse permittee must submit a
separate written application to the l epartment for permit renewal, modification or transfer of this
permit. Such application must include any forms or supplemental information the Department requires.
Any lfaioeifc'ttrene transfermodification or transfer these Department are
to e subbe in mitted itted to Mang Submission of
applications
RegionalPermit Administrator
NYSDEC Region 1 Headquarters
SUNY @ Stony BrookJ50 Circle lid
Stony Brook,NY117 -3409
4. Submission Application e permittee must submit a renewal application at least 30
days before permit expiration-for the following e it authorizations: Tidal Wetlands.
„ Permit Modifications,Suspensions,and, Revocations by the Departmente Department
reserves the right-to exercise all avail ble authority to modify, suspend or revoke this permit. The
e
,grounds f6r modification,suspension or revocation include:
a. materially false or inaccurate statements ' e 't hpiplicati or supportingpapers;
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;
. newly discoveredt tion ora material change in enviromnental conditions,relevant
technology or applicable law or regulations since the issuance of the existing permit; -
e. noncompliance with previously issued permit conditions, orders of the commissioner, any
provisions of the Environmental Conservation Law or regulations of the Department related to
e permitted activity.
6. Permit a sfer Permits are transferrable unless specifically prohibited y statute, regulation or
another pen-nit condition. Applications for permit transfer should be submitted prior to actual transfer o
ownership.
Page o
ANO
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-01809
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
Item : Permittee accepts Legal Responsibility and Agrees to Iodernni ication
The permittee, excepting state or federal agencies,
liear°tm+�r�.t of l�nvironrnencies, expressly agrees to indemnify an cid hemnless the
p ental Conservation of the State of New York, its representatives, ernployees,
and agents "DEC") for all claims, suits, actions, and damages, to the extent attributable to the
permittee"s acts or omissions :n connection with the pennittee's undertaking of activities in connectiOn
with, a
or operation �° maintenance of,the facility or facilities authorized by the permit.whether in
and
compliance or not in compliance with the terms and conditions of the permit. This indemnification cation does
not extend to any claims, suits, actions, or damages to the extent attributable to ITC's own negligent or
intentional acts or oniissions, or to any claims, suits, or actions naming the DEC and arising under
Article 78 of the New York Civil Practice Laws and Mules or any citizen suit or civil rights provision
under federal or state laws.
Item i e 's Contractors to Complyi i
The permittee is responsible for informing its independent contractors, employees, agents and assigns o
their responsibility to comply with this permit, including all special conditions while acting as the
perrnittee"s agent with respect to the permitted activities,and such persons shall be subject to the same
sanctions for violations of the Environmental Conservation Law as those prescribed for the pennittee.
Item i si for Obtaining Other Required Permits
The permittee is responsible for obtaining any other,permits, approvals, lands, easements and rights-of-
way
that may be required to carry out the activities that are authorized y flus permit.
Item, No Right to Trespass or Interfere with Riparian Rights
rinit does not convey to the permittee an right to trespass upon e lands or interfere with the
-
riparian
pc� thep � y g
riparian rights of others in order to perform the pennitted work nor does it authorize the impairment o
any rights, title, or interest in real or personal property held or vested in a personnota party to the
permit.
Page 5 of 5
Aulk
OWN
NEW YORK STATE DEPARTAMNT OF ENVIRONMENTAL CONSERVATION
Facility -473
PERMIT
Under the Environmental Conservation Law ff�,C L')
Permittee and Facility Information
Permit Issued Facility:
JOSEPH LICCIARDI AND CATHERINE
21 COLUMBIA AVE50 CLEAVES POINT RD f ##
3 .
STATENISLAND,NY 10305 EAST1193
(212) 675-9800
SUFFOLKFacility Location: in SOUTHOLD in
Facility PrincipalReference Point: - 723.3 ; 4555.013
Latitude: 6'5605" e: 72'2021.7"
Projectc a y® Orient Harbor
Authorized
cs c several e °
Cadditions to attach o an existing e family dwelling in the Tidal Wetland
Adjacent Area:
addition of approximate ie s 14.5'x ° 'at the southeast o se°
®A second floor addition of approximate sic s ' e east side of the house.
Remove existing car port at northeasternof house and construct 'x 2 ' garage to attach to
house.
®Remove existing driveway and constructnew,pervious driveway.
A covered front porch of approximate dimensions Tx 25'on north side of house.
®Reconstruct expand existing deck on south side of house to newapproximate e i 16'x 3 1'.
All existing,modified and newstructures above are and will be greater than 150t landward
of the fidal wetland
All work shall be as shown e attached ccs 7, 1997 survey by John T.Metzger, .,last revised
February 10, 2014 and s "NYSDEC Approved /5/
Page
95
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now
Facility p4
Permit Authorizations
Tidal Wetlands m
Under Article 25
Permit ID 1-4738-01809/00004
New Permit Effective ate: 3/5/2014 ° a ` Date: 2/28/2024
NYSDEC Approval
By acceptance of this permit, permittee agrees that the permitis contingent upon strict
compliance e ECL, all applicable regulations, and all conditions ie °
permit
Permit Administrator:GEORGE W HAMMARTIL Deputy Regionalit Administrator
Address: NYSDEC REGION 1 HEADQUARTERS
SUNY @ STONY BROOK150 CIRCLE RD
STONY BROOK,NY 11790 ®3409
e® VAuthorized
w. ate
i4�'
_ .
CONDITIONSPermit Components
NATURAL RESOURCE PERMIT
GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS
NOTIFICATION OF OTHER
RESOURCENATURAL I
Permits: TIDAL NWTLANDS
1® Regulated Activities Authorized Y This Permit This permit authorizes y those regulated
activities/structures i e er the section Description of Authorized Activity. of
issue after-the-fact orm permits. s of authorize ac i ` 'es, or legitimize e
existence of structures,which have required a permit but for which no permit or other
authorization has been granted NYSDEC.
2® Conformance With Plans All activities authorized by this permit must be ` strict ® ce
with e approved submitted by the applicant or applicanVs agent e permit application.
Such approved plans were prepared by John T. Metzger, .; survey dated 10/9/97,last revised 2/10/14
and s C Approved 3/5/1
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The locations of wells and -e-spoofs
shown hereon are from field obt ervations LOT COVERAGE
R and or from data obtained from others.
There/ore ?hair rotations and or exrrlenre HOUSE, DECK, PORCH, GARAGE d
r'r° . ADDITION 2778 ;q
�c66 �r is not 4uaranteed.
0" FR. BLDG. 7A sq,
3522'sq.f
� J522126,321 13.4
lc� C SURVEY OF
LOT 5
111
X MAP OF "MARION MANOR"
s �Iz
f�app Ap No 2038 FILED MAR. 18, 1953
00, YS.DD T EAMARION
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
\ ;: r
a 1 \
p^ n�` '" ��• �°° Qct. ra, 1997
P\
June 7, 2010
FEB.10,2014 (PROP OVEMENT5)
y APRIL 4, 2014 (ADDITIONS)
4'
h' fit so4 _ ° aFero
?
_g RAIN RUNOFF CALCULATIONS
PROPOSED GARAGE 504 sq,ff.
.Z '�"} 41,4'�j> �� r PROPOSED PORCH 175 sq.11.
v�
o A PROPOSED ADD117ON 55P sq.ff.
TOTAL 1237 sq.ft.
1237 k I x 0.17 = 210.2 cult.
0, go. 210 2142.2 = 4.9 VF
4� jtd PF C: Ii0F 3 DNS. ;,a 2, leeP
or equal
9,p
t w
m
a k _ ss R
PROAPOSt ECOND .S7-Y.
ON 0
3 SEDROOMS TOTAL Fla+
'-PSE. AFTER CONSTRUCTION
B.O.N. rel. a� 13 .�O 121 �ari 1t F:dq
.✓ 9z Q ri.,- !1 I t
am familiar with the STANDARDS FOR-APPROVAL e
AND CONSTRUCTION OF SUBSURFACE SEWAGE
{9 `
DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES
� and will abide by the tondsYions set forth therein and on thepermit 1C, construct.
�
c
en L
CERTIFIED TO,
JOSEPH LICCIARDI
CATHERINE E. PfNO y„
FROM f 0
ELEVATIONS ARE REFERENCED TO'NA VD 88
FLOOD ZONES FROM FIRM #E36103C0177H 91251'09 � Fft.ED IVAP
m ( `
Area to tie line=26,321 sq.ft. (0 604.9,A cr s'
. ANY ALTERArVN OR ADO17VNro TMs SLeVEY 15 A "OLA TION ,r
OF SECTION 7209 OF THE{{�r�''M YORK STATE COLCATION LAIN"
ExcEPT As PER'SECnm T20.9-"DWSION 2.ALL CERrFKATtONS M.Y.S. LIC. NO. 49618
WEREOr ARE VALES FOR TNS MAP AA0 COPIES THEREOF Chi Y CF <
SAO MAP OR COPES BEAR 77 DRESSED SEAL OF THEE StlR•VEYOR
WHOSE S1Cr1rATLRRE APREARS 1fEdREOIN. (51
ADDITIMALLY TD OOWj Y Kr7ty SAID LAK ThE FM ALTERED BY' P. 0, 9
MUST BE LrSED BY AMY Atli ALL SWVEYORS LIMM A COPY 1230 TRAVELER STREET 1
OF A/NOTWR SLRVrYOR'S krAfy. TF.>aaa SUCH AS WSPECTEC7'°A SOUTHOLD, N.Y. 11971 _
"&RO+'U6HTrO-DA TE'ARE NOT W CL4rL&4A'0E WITH 7W LAW
•
Z
NAILING SCHEDULE PLAN CONTENTS: -�
NOTES WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 E DENTiALNERA ROOF FRAMING: *;
1).RIDGE-TO-RAFTER ASSEMBLY: BUILDING USEDWELLING
s
1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES
When a collar tie is used in leu of a ridge strap,the number of 1Dd common nails required QTY. SPADING BUILDING HEIGHT O N
CONSTRUCTION NOTES: in Bch end of the oollsr tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE NAIL TOTALS . FT. OF CONSTRUCTION V
CONSTRUCTION TOP PLATE 10'WALL:4-8d COMMON RAFTER RESCRIPTiVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA
1995 SBC HIGH MND'EDITION, WOOD FRAME CONSTRUCTION MANUAL
Lateral framing and shear well connectiorhs for rafter,ceiling or truss to top plate shall be In TO TOP PLATE 10'WALL:4 8d COMMON JOIST TOE-NAIL R3
intent and framing details.They are intended a construction aid,not a substitute In9
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER OR PLANS CROSS SECTION AND GENERAL NOTES
State building codes.The General Contractor is respon04 tr)
sible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
Stateconstructionldetails and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 6C
shall be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 tl)
sound and a weatherproof completed product. OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 M
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3A EACH FACE ATTICS w/ STORAGE 20 =O
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with upfift connections in TORAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS
o be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ROOF (GROUND SNOW LOAD)
These codes are t2�
es are
studs shall be attached to a common member M the floor assembly vdth uplift connectors in BLOCKING EACH TOE (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40
should beet to even if in variance with the plan. 2-8d COMMON 1iZ
accordance with table 3.3. TO RAFTER END NAIL ROOMS (SLEEPING) 30 CVV
3}.Dimensions shill take precedent over scaled drawings. RIM BOARD _ EACH END
4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 16d COMMON END NAIL STAIRS 40
(DO NOT SCALE DRAWINGS).
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift GAURDRAILS ANY DIRECTION) 200
4).The engineer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 Irches In concrete WALL FRAMING: EXPOSURE CATAGORY
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundintions,or lapped under
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTIONQTY SPA CNG NOTES LOAD PATH SEE CONSTRUC nON ANDWIND PATH CONNECTION
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the andror bolts.Ancor bolt TOP PATE TO PER FACE NAIL (ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE_ PAGE
specific use expressed or Implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2F.In addition to spacing, TOP PLATE t NAILING SCHEDULE SEE GENERAL NOTE PAGE
2.16d COMMON FOOT SEE NOTE: �, y
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all
5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON 4)JOINTS FACE EGRESS SEEyFLOOR PLANS AND WNDOW SCHEDULES.
INTcRSECTIfONS FA.SIDE NAIL FIRE PROTEC110N
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE SEE FLOOR PLANS �.
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL SMOKE & CO2 DETECTORSIJ
attached with Bid common nails at 6"o.c.at the parcel edges ane 12"o.c.in the field,and HEADER TO 16"O.C. FACE TRUSS DESIGN N/A - STANDARD STICK AME CONSTRUCTION
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d croler rails at T o.c.at panel 16d COMMON
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.In the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 3.`, RELEASE 1
and
b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END Z
in table _.
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL
0
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATfF T0:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BA'IND JOIST, 2-16d COMMON FOOT SEE NOFACE TE 11,2
length adjustment factors in table 3.18. END JOIST OR BILOCKING `V
1).The General Contractor and Mason to review plans,elevations,details and notes to
determine intended heights of finished floors)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: • A
Allowable sidewall lengths provided In table 3.14 shall be permitted to be Increased when r s
2}.All footings to rest on undisturbed(virgin)soil.Assumed bearing 3000psf interior shearwah are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING
2.4.4.2 and 2.2.4 respectivelyJOISTT(0: PER TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 0)
3).Provide 117 expansion joint material Lhetween concrete slabs and abutting 4-Bid COMMON
concrete or mason walls oxur! in exterior or unheated interior areas. SILL TOP PLATE OR GIRDER JOIST NAIL
masonry n9 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: � GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD •�
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGIhJG 2-8d COMMON EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERIAYMENT HAZARDS
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL LOAD (MPH) CATEGORY DEPTH _ TEMP. REQUIRED VJ
be Installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5.
BLOCKING EACH TOE MODERATE SLIGHT TO �
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST 2-8d COMMON END NAIL LBS. 120 B REVERE 3 FT. 11 -
TO HEAVY MODERATE
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE
to be minimum 3-1/2 inch thick. NAIL
anchored�ceiling part
beam or connectors el be to attached ridge nd each�be bee SILLLEDGER STRIP EACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � .t
p Install one 3-16d COMMONNAIL SPACING NAIL SPACING AT INTERMEDIATE V
6.Crawl spaces to be provided with a minimum 18"x24"access opening. , attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. SHEATHING LOCATION NOTES
JOIST ON LEDGER PER TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL 4'PERIMETER EDGE ZONE Bid COMMON @6'O.C. 8d COMMON @ 6'O.C. SEE NOTES:1,3 0
7).Damppnoof exterior of foundation with bituminous coating as per section R406 of T
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOUST PER END
3-18d COMMON 8d COMMON 6'O.C. 8d COMMON 12"O.C. SEE NOTES:1(RUTH FIELDS)
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel INTERIOR ZONE TO JOIST JOIST NAIL ® ® NOTE:2 FOR PANEL FIELD r►.
BAND JOIST T0: PER TOE NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON®4'O.C. 8d COMMON 4"O.C. SEE NOTES:1,3
j 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be betted to each post with washers and nuts.r SILL OR•rOP'PLATE 2-16d COMMON FOOT SEE NOTE:f
FRAMING NOTES Girders on cor,cete piers shall be ancrhored with proper steel connectors anchored - to
into concrete with a minimum 1/2"dia x long anchor bolt with washers and nuts. ROF SHEATHING: --- NOTES t A
1).All framing techniques and methods as prescriptive design of 4996SBC High Whr! 3).Posts supporting girders shall be anchored to a 12'x12'x12"thick concrete footing. JOINT DESCRIPTIION QTY SPACING NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
Edition Wood Framing Construction Manual. ZOOIUse a minimum 112"dia x T long anchor bolt with washers and nuts.Footings Shall
be 3 It.below rade.Concrete piers to be used with all porches/decks with roofs or utas. AS PER TABLE 3.8 1).For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each:1icie of the roof peak,
I 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. 9 p0 �� STRUCTURALPANEL Bd WFCM-SBC the 4 foot perimeter edge zone attachments required shag be used.
Douglas Fir. 4).Deck joists to have blocking at 90 o.c..
CEILING S H EAT H I N G: 11 1
2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framM�+members with G>0.49. ii.i
3).Floors,walls,ceilings and ratters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shag be installed between the building and ledger. NAIL NAIL For framing members with<0.42<G<0.49,the nail spacing shag be reduced to 6 inches o.c.
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTIION NOTES
QTY. SPACING
where needed. GYPSUM 7' O.C.EDGE 3).Tabulated 4 Inch o.c.nag spacing assumes sheathing to rafter/truss framing members with G>0.49.For
4).Unless otherwise noted,all bearing wail headers to be(2)2x10#2+BTR.Doug.Fr. 5d COOLF.RS framing members with 0.42<G<0.49,the nag spacing shag be reduced to 3 Inches o.c. w
Bearing wag headers lo have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6'above grade. WALLBOARD 10"O.C.FIELD
openings.LVL headers to have(3)jack studs and(2)fug length studs on each side of i WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 weir 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QTY Y. SPIL ACING NOTES WALL SHEATHING REQUIREMENTS FOR IND LOADS:
and blocking where applicable.
8).Covered Roofs shall be assembled and anchored the same manner as atypical building. STRUCTURAL 8d COMMON SHEATHING LOCATION AS PER TABLE 3.9 NAIL SPACING NAIL SPACING AT INTERMEDIATE
9 NOTES
5).All flush beamsRheaders to be Installed with heavy duty gelvinized hangers and PANELS WFCM-SBC AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB COMMON 3"O.C.EDGE 4'EDGE ZONE 8d COMMON®6'O.C. 8d COMMON 12'O.C. SEE NOTES:1,?r BOTH FIELDS) j
6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).AN water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6 O.C.FIELD NOTE:2 FOR PANEL FIELD
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE
Sd COOLERS INTERIOR ZONE 8d COMMON @ 6'O.C. 8d COMMON 12'O.C. SEE NOTE:3
on plans. WALLBOARDIL l 10"O.C.FIELD
2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTES
7).Provide blocking/bridging in floor joists at 8'0 o.c..Use slid blocking in floor joists
under all bearingwalls. 3).N wall studs,plates or joists are cut out during Installation for any plumbing related work, NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
JOINT DESCRIPTION NOTES
provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING
1 8).Provide insulation baffles at eave vents between rafters.install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PAWELS6"O.C.EDGE 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shag
needed. HVAC SYSTEM NOTES 1"OR LESS! 6a COMMON 17 O.C.FIELD be used.
9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with j
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
THESE NOTES ARIE ONLY TO BE REFERRED TO!F
10).Unless otherwise noted use 3/4"thick T$G PTS Fir or Advantech plywood sublloor 2}.HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 3).For exterior panel siding,galvinized box nails snail be permitted to be substituted for common nails. i
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier.
1).Nailing require
over subfloor as per manufacture's instructions,
requirements are based on wait sheathing
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center,at the panel edge.If wall sheathing
j 11).All bathroom wags to have 1/2'thick moisture-resistant sheetrock.Garage walls arta Contractor and owner for final review and approval. Is nailed 3"on-ceniter at the panel edge to obtain higher
ceilings and over furnace to have 5/8'thick type-x sheetrodc.Ali other parts of building - shear capacities,nhaa rig requirements for structural
to have regular 1/2'sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be cdcubled,or alternate connectors, l '
such as shear platens shall be used to maintain Iced path. c �.'t•
12).All roof with a pitch less than 4:12 shag be installed with an Ice&Water barrier or 1).AN electrical to be Installed as per N.Y.S.Residential Construction Code. `; ✓ o
approved equal.Flat roofs shag be applied with a Fiberglas bare sheet with an EPDM 2).When wall sheatthing is continuous over connected
torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulamd number of nails shall be permitted
to be reduced tot- 16d nail per foot.
13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout ns per section R317
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code.
i
CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS
CONNECTION LOCA;yION: PART NUMBER: NOTES:
RIDGE-TO-RAFTI_RS LSTA24 APPLY TO EACH PAIR OF RAFTERS .a
RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER = °
jS
APPLY TO EACH RAFTER '
+s,
RAFTER-TO-PL�tTE RT15 s ° C4
NOTCHED RAFTER _. USE WITH SPTH4 CONNECTOR �u to
RAFTER RIDGE tn
PLATE-TO-WALL. STUD SPTH4 APPLY TO EACH WALL STUD ii
RIDGE 2ND. FLOOR WALL-TO-1 S r. FLOOR, WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD
HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD o
CRIPPLE STUD-TO-1-!EADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD c
I
SHEAR WALL HOLDDO*,. ANCHOR ADS5 APPLY TO EACH SIDEWALL END =
1ST. FLOOR-UNDER-S LL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING USE WITH 3" SQUARE WASHERS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
i
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. - xa
L
RAFTER ` PROVIDE 1/2" SPACING
BETWEEN THE END STUD ANCHOR BOLT CONNECTION 4) Z
AND THE 2 OTHER STUDS
NDATI518*DIA.ANCHOR B
FOR ALLOWING ANCHOR BOLT CONNECTION SPPORTING MAXIMUMS AC NGT
RAFTER HOLDDOWN INSTALLATION CONNECT CORNER STUD SILL PLATE TO FOUNDATION �' 4)
TO TRANSFER SHEAR CRAWL SPACE OR FOOUNDATION 1 STORY 72"OC
TOP PLATE FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION
TOP PLATE ° COMMON NAILS @ 6"O.C. CRAWL SPACF OR FOUNDATION 2 STORIES 57"OC t
WALL BOTTOM PLATE TO FOUNDATION
WALL STUD SLAB-ON-GRADE 1-2 STORIES 57"OC
WALL STUD SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS ,Q
(USP LBPS58 OR BP583) V
TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION
2ND. FLOOR WALL STUD 4�
KING STUDS
2ND. FLOOR PLATE
CRIPPLE STUD.
SUBFLOOR
WOOD JOIST RIM BOARD HEADER S
0)
BLOCKING WOOD JOIST
r 1 ST. FLOOR TOP PLATES
GIRDER/HEADER e
JACK STUDS W
WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD
TYPICAL HEADER CONNECTION
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER
I
TYPICAL MULTI-STORY CONNECTIONS
1ST. FLOOR WALL STUD
i
"I ST. FLOOR PLATE
SUBFLOOR SILL GASKET
&
WALL STUD WALL STUD RIM BOARD ® TERMITE SHIELD
BOTTOM PLATE BOTTOM PLATE
BATHTUB SUB FLOOR DIOUBLE SILL PLATE DBL. SILL PLATES
DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS)
FOUNDATION WALL
FOUNDATION WALL
'F
;. r �„�f gip✓ .,-.b�`,'
i 0
f A"
ILL PLATE T F NDATI N ANCHORING
S S 0 OU 0
DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1 ST. FLOOR TO FOUNDATION CONNECTIONS
--------- --- - ------- ----
WI '`JD RESISTANT CONSTRUCTION CONNECTORS
DECK 8c PORCH CONSTRUCTION DETAILS 8c WIND LOAD I ' ATH CONNECTION DETAILS CONNECTION_ NATION PART NUMBER 511111 z
44 POT TO F001ING ANCHOR PAU44 OR WE44 A 44: w MIN 1 2" DIA. x 7" ANCHOR BCLT ,Q
x6 POST TO FOOTING ANCHOR PAU66 OR WE66 AU66: USE w MIN. 1 2" DIA. x 7" ANCHOR Q LT •• p
I "
GIRKC44-USE QNE..TYPE FOR EACH POST
x6 POST T(. GIRDERMEADER DBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST 0)
OST COLUM TO GIRD R H ADER LSTA12 OR LSTA24 USE FOR EACH POST/COLUMN
RAFTE STAIR STRINC aR CONNECTION TMU26 OR MPA1 USE ON EACH STRINGERU.
.�
F IS' TO HEADER TYDOWN RT1 5 EACH RAFTERs p�
AFTER TO Lt ;GER BOARD TMU26 OR MPA1 USE ON EACH RAFTER. MPA1 USE ONLY CL W
RAFTE
'WHERE TMU26 CAN NOT BE USED
LEDGER U -_ THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. O to
F( LOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
RIDGE
HEADER NAILING SCHEDULE _
ROOF FRAMING:
RAFTER N
JOINT DESCRIPTION NAIL NAIL SPACING
NOTES
i
RAFTER TO 8'WALL 3-8d COMMON EACH TOE-NAIL
TOP PLATE 10'WALL:4-8d COMMON RAFTER
CEILING.MOIST 8'WALL:3-8d COMMON EACH TOE-NAIL
TO TOP PLATE 10'WALL:4-8d COMMON JOIST
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
ALTERNATIVE RAFTER TO HEADER CONNECTION PARALLEL RAFTER WFCM.SBC LAP NAIL
TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE Z.
OVER PARTITION WFCM-SBC LAP NAIL
COLLAR TIE AS PER TABLE 3.4 EACH FACE �Y
TO RAFTER WFCM-SBC END NAIL
GIRDER HEADE STAIR TR E A BLOCKING 2-Ad COMMON EACH TOE
TO RAFTER END NAIL •�
/ BOAR
RIM BOARD EACH END
POST BO
RIM AR TO RAFTER 2-16d COMMON ED NAIL _j 43 Z
WALL FRAMING: Q
° °
STRINGE 4q4>POST/COLUM JOINT UES(xlPTf,�N A,'?TES
QTY. SPACING
TOP PLATE To PER2-t6d COMMON FACE NA
ILRIM/DECK J01 o FOOT tQ
TOP PLATES AT JOINTS FACE T 0
STRINGER TO DECK/PORCH CONNECTION INTERSECTIONS 4-'�`'COAAA1ON EA SIDE NAIL
IRDER/HEADER TO POST/COLUMN CONNECTION STUD TO 2.16dCOMMON�24° FACE Q�
STUD O.C. NAIL • -1
HEADER TO 16d COMMON 16"O.C. FACE .=
HEADER ALONG EDGES NAIL U
POST TO DECKZPORCH CONNECTION TPuTOR o BOTTOM 3-16dCOMMON PER 2x6 STUD rEin° 41
BOTTOM PLATE TO:
FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT FACE NAIL
END JOIST OR BLOCKING • v)
_j
DECK JOIST G:
LZN
NAIL
JOINT DESCRIPTION
QTYL. SPACING NOTES
GIRDER/HEAD E o _ 4-8d COMMON
JOIST TO: PER TOE
SILL,TOP PLATE OR GIRDER JOIST NAIL
o BRIDGIN:aCOMMON EACH TOE �.
GIRDER/HEADE 2-TO JOIST Od END NAIL fR ,
TOE
POST/COLUMN--- o J 0 1`O TO JOIST,T BLOCKING 2-am COMMON E DH NAILBLOCKING TO: EACH TOE
�V
POST/COLUMN SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL
LEDGER STRIP 3 16d COMMON EACH FACE
TO BEAM JOIST NAIL
GIRDER/HEADE JOIST ON LEDGER 3-8d COMMON PER TOE
TO BEAM JOIST NAIL
BAND JOIST 3-16d COMMON PER END
TO JOIST JOIST NAIL
BAND JOIST T0: 2-16d COMMON PER TOE NAIL
SILL OR TOP PLATE FOOT
GIRDER H A R T POST COLUMN CONNECTION GIRDER HEADER T 'POST COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION JOINT EON NAILI •NAIL NOTES
QTY. SPACING
STRUCTURAL PANEL 8d AS
PER TABLE 3.8
WFCM-SBC•
DECK AND COVERED PORCH NOTES:
1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.
All fasteners,hangemend anchors to be gelyinized or stainless steel.
2).Gkders for deck Jofats to be bolted or anchored b each post or pier with washers and nuts.
- Girders on concrete piers shall be anchored with proper steel conrreclors anchored
into concrete with a minimum It?die x 7"long anchor bolt*ft washers and nuts.
GIRDER
I r 3).Post supporting gkders shell be anchored to e 12'k12'x12"thick oorxxeta footing.
•
POST Use a minimum 1R•die x r long anchor bolt with washers and nuts.Footings Shad
. D be 3 ft.below grade.Gkders with roofs shall have 12•die.concrete piers 3'below grade.
WOOD J 0 4).Deck Jolats to have tnloddng at 8'd D.C..
5).A minimum of 10 inch flashing shat be installed between the truiklkng and ledger.
^v " GIRDER/HEAD Ledger to be fastened to budding with 112'die.bolts with washers and nuts
CONCRETE PIE > •- 12"x12"x12" CONCRETE FOOTql>�WOOD
at
v , v
` v ". J 01 S 6).Concrete piers shad be a minimum 6•above grade.
7).All)olds to be supported with hangers and anctrors.Each Joist shall also be anchored
^-
to gIrd03). I,'', 4
",'.' POST TO FOOTING CONNECTION 8).Covered Roofs shall be assembled and anchored the same manner as a typical budding.
C,
yl01ST FRAMING FLUSH WITH GIRDERCLIMATIC & GEOGRAPHIC DESIGN CRITERIA,/HEADER GROUND WIND SEISMIC FROST WINTER ICESHIELD ,fr^ �
GIRDER TQ CONCRETE PIER CONNECTION • _ SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FHAZAARRDS
j LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 1
45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE
t; TO HEAVY MODERATE
i
I
I
i
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS
FOR NALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS
(
MAXIMUM MEAN ROOF HE 1 CHT: 559
f -
r ICE 4 WATER 5HirLD 10 K
\ ' 24"FROM EDGE OF ROOF
SHUTTER ASSEiBLY I Mme. DRIP 2- TOP LAP
\ EDGR'D 4" TOP LAP UNDER1AYMEN' i 5 Le
OVE\ A'5PHA'_T FELT
N.T.S. silo \ \ . ALONG RAKE
FOR PANEL SPANS: O < 4'0 WIDE SPAN WOOD
25/32" 6R
-ACE APA SPAN-RATED 48/24 SHEATHING GADE PLYW5/s' (vARI> r)
OOD DECK
(OVERLAP AROUND OPENINGS 4") I \ 1 f �
A55EMBLY:
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ •I I INnIL- DR>'--�'
#10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL
- ( I � OR COUPE OTRIP
WOOD SCREW ® 16" O.G. I
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I f 5ti1NGLF5INVERIED
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHER5) I ( \TART FIRST WiTri FULL STRIPRJr
MACHINE BOLT ® 12" O.G. r,L'\ I START THIRD COUP5E 5TAR1'SECOND
\ I I WITH FULL 5TRJF COURSE WITH FULL
\ MINU5 FIR5T TAB STRIP MINU5 112 TAB
I
f \ •
\ I ATE:
\ ALL ROOF SHINGLES SHALL HAVE A MINIMUM Of SIX FASTENERS PER SHINGLE.
\ I FASTENERS SHALL BE MIN. 12 GAUGE SHANK GALVANIZED NAILS R/ MIN. 3/8" DU. HEAD
f
TYPICAL ASPHALT ROOF SHINGLE DETAIL
II
II
ULTIPLE SECTION A55EMBLY:
II II
1/4 THICK BOLTS ® 2 OG
II II I
I
ell 11,E
� I
----
I DOUBLE ROOT- 6NEATNIN6
Ir I Ifr I•i'
COMMON TOP PLATE NAILED PC-R CODE-TO
ROOFIIJe
SHUTTER ASSEMBLY I I I Dou6LE TOP PLATE
t?AFrEtz
N.T.5. I I I I I
BARGE RA1=T6tZ
il ................................ ...................
FOR PANEL 5PAN5:4' OR WIDER SPAN '
23/52" APA SPAN-RATED 48/24 5HEATHING GRADE PLYWOOD I I I I
(OVERLAP AROUND OPENINGS 4") I I I I
FRAMING 1
2x4 STRONG-BACKS ® 24" OG �.�'� �.�' AWCHGWC-AR WALL MAx2xt3LOCKiNGa241k 0.6.
A55EMBLY:
I I �aasrr
I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR ( RAFTsruny coNrrNuous
TO SOLE PLATE
5TAINLE55 STEEL WOOD SCREW ® 12" O.G. Ifp' A LannEVo�LOOKOLIM
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ TLIE 6AMEDIME-W4ION AG CE-ILIke 15LOCKIN6 A FANI=L
12AFTK4 t 1b ib IQ.012 DIAPHRAGM ED4E6
#10x3" (w/ WA5HER5) 6ALVANIZED OR 5TAINLE55 STEEL .:
WOOD SCREW ® I6" O.G. 24 ILLO.G, P120VIDC-4 IF REQUIRED
4T12
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: Fol?BOru Aub IAluun WALL 0 FE-le IN4
�R Box�D-I�! tzaKE NAILED PEI2 CODE
#10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WA5HER5) 40e 047p1
MACHINE BOLT ® 12" O.G. .— sIOING
WINDOWS - GLAZED OPENING A Op 91.1A "D Glu o"AI E NIGH WIND RAKE
6U V Lo BALLOON FRAME
PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS.
IN ACCORDANCE WITH LARGE M1551LE TEST OF
ASTM E 1ae-16 AND OF ASTM 1556.
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS
IN LIEU OF THE ABOVE MENTIONED WINDOWS. �kff
PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO
ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE.
PANELS TO BE MAINTAINED ON SITE.
LABEL LOCATIONS ON EACH PANEL.
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