HomeMy WebLinkAbout38902-Z R if Town of Southold Annex 9/4/2014
w P.O.Box 1179
54375 Main Road
� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37125 Date: 9/4/2014
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 15 Fourth St,New Suffolk,
SCTM#: 473889 Sec/Block/Lot: 117.40-15
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
5/13/2014 pursuant to which Building Permit No. 38902 dated 5/23/2014
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
rebuild existing porch in place in kind per ZBA#6717, dated 2/20/2014.
The certificate is issued to Gilchrist-Mancino,P A
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38902 7/16/2014
PLUMBERS CERTIFICATION DATED
Auth Si ature
TOWN OF SOUTHOLD
oft1f 4
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
.�, SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 38902 Date: 5/23/2014
Permission is hereby granted to:
Gilchrist-Mancino, P
401 Hollywood Ave
Yonkers, NY 10707
To: Rebuild existing porch in place in kind per ZBA and Trustee approvals.
At premises located at:
15 Fourth St, New Suffolk
SCTM # 473889
Sec/Block/Lot# 117.-10-15
Pursuant to application dated 5/13/2014 and approved by the Building Inspector.
To expire on 11/22/2015.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $368.00
CO -ALTERATION TO DWELLING $50.00
Total: $418.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD f
BUILDING DEPARTMENT FLI� SEP '8 2014.
TOWN HALL
765-1802
fil D_PT.
T b , :�TrIOLD
APPLICATION FOR CERTIFICATE OF OCCUPA
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00
Date. �® /
New Construction: x Old or Pre-existing Building:
(check one)
V
Location of Property: �� �� J2 h S�-_ / S u
House No. Street Ham et
Owner or Owners of Property: �� -�� n
Suffolk County Tax Map No 1000, Section Block O Lot 5
Subdivision Filed Map. Lot:
Permit No. Q Date of Permit. Applicant:
Health Dept. Approval: ni Underwriters Approval: Lbr
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: ✓ (check e
Fee Submitted: $
Applicant Signature
*oF so�ryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 G �Q roper.riche rt(&-town.Southold.ny.us
Southold,NY 11971-0959 CpUNTY,Nc�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Gilchrist-Mancino
Address: 15 Fourth St City: New Suffolk St: NY Zip: 11956
Building Permit#: 38902 Section: 1 1] Block: 10 Lot: 15
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Express Electric License No: 3653-e
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 2 Twist Lock Exit Fixtures TVSS El
Other Equipment: porch lighting
Notes:
Inspector Signature: Date: July 16 2014
81-Cert Electrical Compliance Form.xls
JAMES J. DEERKOSKI P.E.
260Deer Drive
Mattituck, NY 11952
(631) 774 7355
Date: August 29, 2014
To: Town of Southold Building Dept
Re: Building Inspection
154hSt.
New Suffolk, NY
Permit#3 8902z
To Whom It May Concern:
This letter certifies that the footings/foundation on the above mentioned project were
installed as per plan and in conformance with all State and Local Codes. Any questions
feel free to call.
E
U�* Sihcerely,
uJ
James�.Deerkoski P.E.
I'
ji
SEP -4 2014
i
`?T.
T'' "i.D
OF SOpr�o!
V1 A?
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
[/INSPECTION
FOUOATION IST [ ] ROUGH PLUMBING
[ ] F NDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: Awp"Ate\ &�
"el ss ct
Crz x
cpQDATE
INSPECTOR
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUNDATION IST ] ROUGH PLUMBING
FOUNDATION 2ND INSULATION
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTMT CONSTRUCTION FIRE RESISTMT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
DATE . -7/7,
INSPECTO�zc;ZZ3�b
o��OF SOUjyol
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`y�ourm,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH MOING
[ ] FOUNDATION 2ND [ ] IN ATION
[ ]
FRAMING / STRAPPING [ INAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE �( INSPECTOR J�
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PLUMBING
INSULATION
STATE ENERGY •D
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
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. �s ` Check
Septic Form
N.Y.S.D.E.C.
Trustees
.i Flood Permit
Examined ,20 Storm-Water Assessment Form
Contact: �'
Approved '20 111 Mail to: ril e,d 2 Cr,s
Disapproved a/c eC.A.-
Phone:
,A.-Phone:
Expiration 20
Butrring I spector
APPLICATION FOR BUILDING PERMIT
Date ! , 20
.� INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections. - —
(Signature of applicant or name,if a corporation)
FA 5� -
ILA i C4
(Mailing Wdress of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
C
Name of owner of premises ®p _ ��.x�L �� �, r '� p
(As on the tax roll or latest deed)
I pli tis c rportion, signature of d authorized officer
(Name and title of corporate officer)
Builders License No. # — �,- 7
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. L cation of land on which o ose work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section l _P,14-7 r Lot
Subdivision '---' Filed Map No. ' Lot
2. State existing use and occupancy of pre ' and intend d use and occupancy of proposed construction:
ses
a. Existing use and occupancy ;
b. Intended use and occupancy `
3. Nature of work(check which app i able): New Building Addition Alteration_
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost, Oox-) , pO Fee
e„ao„4 5 (To be paid on filing this application)
5. If dwelling, number of dwelling units Iq Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ty ►�
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations oradditiops: Front rte„ �6 K Rear,5eQ C
Depth ' Height l Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories 1
9. Size of lot: Front Rear / Depth
10. Date of Purchase Name of Former
Owner. `--
11. Zone or use district in which premises are situated 1N 10 S e G- 1
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO_X_Will excess fill be removed from premises? YES NO
14. Names of Owner of remises]SO-r-- 04-4: I"""Address /101 f/A//( 60J-Phone'No.
Name of Architect n L4 I uwx be.AL Address Phone No
Name of Contractor Address ,fie., hone No. dqk—�&a l
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. IL:7-ri-C0rsU
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 Y
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS
COUNTY OFS I(")S:
being duly sworn, deposes and says that(s)he is the applicant
(Name of inivi ualabove named,
(S)He is the
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
W)
y of 20�
U Irl
otary Public LyNpA M.RUDDER Signat re of Applicant
Notary Public,State of New Yo*
No.01RUS020932
QualHied In Suffolk County
Commission Expires M&ft 8,204�6
J
.. ......
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD, NEW YORK
PERMIT NO. 8392 DATE: APRIL 23, 2014
f
ISSUED TO: PATRICIA GILCHRIST MANCINO
PROPERTY ADDRESS: 15 FOURTH STREET, NEW SUFFOLK
i
i
SCTM# 117-10-15
Ii
I
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 23,2014,and in I
consideration of application fee in the sum of$250.00 paid by En-Consultants and subject to the Terms and
Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the
following:
Wetland Permit to demolish and remove existing 6'x44' porch and associated
wood landing and steps and construct a new 8'x53' roofed over porch and 4'x6'
landing with 4'x11' steps; and install a drainage system of gutters to leaders to drywells
to collect roof runoff from existing 2-1/2 story dwelling; and as depicted on the survey
prepared by Nathan Taft Corwin III, Land Surveyor, last dated March 26,2014, and j
stamped approved on April 23,2014.
!
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.
f
OguFFU��t' - -
too
Ber en-Absent
O
A
I
I
i
3
John M. Bredemeyer III, President ``*OE SOTown Hall Annex
Michael J. Domino,Vice-President 0 lQ 54375 Main Road
P.O. Box 1179
James F. King,Trustee Southold,New York 11971-0959
Dave Bergen,Trustee G Q
Charles J. Sanders,Trustee Telephone(631)765-1892
lyC,oUNn,� Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 1020C Date: July 31,2014
THIS CERTIFIES that the demolition and removal of existing porch and landing and
steps; construct a new 8'x53' roofed over porch and 4'x6' landing with 4'x11' steps; installation
of a drainage system of gutters to leaders to drywells to collect roof runoff from existing 2-1/2
story dwelling
At 15 Fourth Street,New Suffolk,New York
Suffolk County Tax Map# 117-10-15
Conforms to the application for a Trustees Permit heretofore filed in this office
Dated March 28, 2014 pursuant to which Trustees Wetland Permit#8392 Dated
April 23, 2014,was issued and conforms to all of the requirements and conditions of the
applicable provisions of law. The project for which this certificate is being issued is
for the demolition and removal of existing porch and landing and steps; construct a new 8'x53'
roofed over porch and 4'x6' landing with 4'x11' steps-, installation of a drainage system of
gutters to leaders to drywells to collect roof runoff from existing 2-1/2 story.dwelling.
The certificate is issued to PATRICIA GILCHRIST MANCINO owner of the
aforesaid property.
Authorized Signature
BOARD MEMBERS �pF SO(/jSouthold Town Hall
Leslie Kanes Weisman,Chairperson �p �lG 53095 Main Road•P.O.Box 1.179
Southold,NY 11971-0959
Eric Dantes Office Location:
Gerard P.Goehringer • 4 Town Annex/First Floor,Capital One Bank
George Horning 54375 Main Road(at Youngs Avenue)
Kenneth Schneider UI+tT�,� Southold,NY 1]971
http://southoldtown.northfork.net R C Vf
C4- 3: 1
ZONING BOARD OF APPEALS EE 2 5 2014
TOWN OF SOUTHOLD Q
Tel.(631)765-1809•Fax(631)765-9064 Sou hald Town berk
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF FEBRUARY 20,2014
ZBA FILE:6717
NAME OF APPLICANT: Patricia Gilchrist-Mancino SCTM# 1000-117-10-15
PROPERTY LOCATION: 15 Fourth Street(adj.to Great Peconic Bay),New Suffolk,NY
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions,without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated January 8, 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 January 30,2014. 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 that the proposed action is EXEMPT from Coastal Consistency Review
PROPERTY FACTS/DESCRIPTION: Subject parcel is a non-conforming waterfront lot containing 19,383.30 sq.
ft. located in the R40 zone district. It is improved with a 2 '/2 story dwelling with attached porches and accessory
garage. It has 71.57 feet of frontage on Fourth Street, 173.92 feet on Great Peconic Bay, 154.60 feet along the west
property line and 126.92 feet on the north property line as shown on the survey prepared by Nathan Taft Corwin,
III, land Surveyor dated June 7,2001 last revised September 4,2013.
BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building
Inspector's November 18,2013 Notice of Disapproval based on an application for building permit to demolish and
rebuild a porch addition to existing single family dwelling: 1)less than the code required minimum rear yard
setback of 35 feet.
RELIEF REOUESTED: The applicant requests a variance to reconstruct and enlarge to an 8 foot depth,a first and
second story porch having a 2.7 foot rear yard setback where the code requires 35 feet.
ADDITIONAL INFORMATION: The adjoining property owner to the west supports the application.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
• Page 2 of 3—February 20,2014
ZBAR6717—Gilchrist-Mancino
SC1'MN 1000-117-10-15
The Zoning Board of Appeals held a public hearing on this application on February 6,2014,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:
1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The proposed reconstruction and enlargement of 106+/-
square feet of the existing porches will maintain the style and character of the existing dwelling and the
neighborhood. There is no evidence that the existing porches are a detriment to the subject rear yard adjoining
property, therefore the proposed reconstruction with enlargement of 106 square feet should not be a detriment at
the proposed location.
2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The pre-existing non-conforming dwelling exists in a
similar non-conforming rear yard location and the subject pre-existing porches, in their location, are a functional
and characteristic element to this pre-existing dwelling. To relocate their reconstruction to a code conforming
location would greatly diminish their functionality and change the characteristics of the dwelling.
3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 92%relief
from the code. However, the porches pre-exist in their non conforming location for more than 100 years without
any evidence of causing a detriment to nearby properties or the environment.
4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law 4267-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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of reconstructing the first and second story porches with an 8 foot depth, while
preserving and protecting the character of the neighborhood and the health,safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Dantes, and duly
carried,to
GRANT. the variance as applied for, and shown on the Survey / Site Plan prepared by Nathan Taft Corwin 1II,
L.S.,dated June 7,2001, last revised September 4,2013 and the Architectural Drawing sheet#1,prepared by MCH
Design dated July 27,2013 and stamped by James J.Deerkoski,P.E.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or apossible 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.
l Page 3 of 3—February 20,2014
ZBAN6717—Gilchrist-Mancino
SCTMM 1000-117-10-15
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Yote of the Board: Ayes: Members Weisman(Chairperson), Schneider, Dantes, Horning. Absent: Member Goehringer. This
Resolution was duly adopted(4-Cf0
Cpv/'rv`i `
Leslie Kanes Weisman,Chairperson
Approved for filing a / ?2014
Scott A. Russell °$UFFQIr James A. Richter, R.A.
SUPERVISOR Michael M. Collins, P.E.
SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971
Telephone#: (631)-765-1560 Fax#: (631)-765-9015
MICHAEL.COLLINSQTOWN.SOUTHOLD.NY.US �� �` JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US
Office of the Engineer
Town of Southold
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
( TO BE COMPLETED BY THE APPLICANT )
PLEASE NOTE:All Contact&Project Information Requested by this FORM is Nessary for a Complete Application.
APPLICANT. (Property Owner,Deign Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant)
NAME: ARCD 1'lMNAME: p V o
ADDRESS: ADDRESS: $
.2a}-P 31 D 2
Telephone Number: ro3 l Telephone Number: 917 1.1 1,
Completed Applications can be picked up at the Engineering Department after being notified by the Department,or;
it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x I I"Envelope&Appropriate Postage.
DATE: Property Address / Location of Construction Work:_
Fou R
SCTM *: 1000 0_7 1 Alp, '
District Section Block Lot
Required Documents for Stormwater Review:
Copy of Complete Building Permit Application.
Stormwater Management Control Plan. (2 Sets)
Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are
created,and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced.
De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review!
Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows,Deck Construction
with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work.
A Complete Description of the Scope of Work Proposed under the Building Permit Application.
A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required.
** FO/q/)GfN RING DEPARTMENT USE ONLY ****
Reviewed By: Date:
A proveLZU
.
A ional Information Required:
DRAINAGE INSPECTIONS ARE REQUIRED
Contact TOS Engineering at 765-1560 before
ac i ,OK Provide EngineelS Lertification
that the drpinanp h��►..,..n i.....i��a«, r�t1P
ask CHAPTER 236
�� STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST
s ;-C _
Z DATE: APPLICANT: (Property Owner,Design Professional,Agent,Contractor.Other)
o i�4 _ NAME: FR t D M-% l V1�e.(Z- Co n� � _15
�--
Q� „ S C T M *: 1060 7 0 J� Telephone Number: (c3 I a96' - 8 3a k
District Section Block Lot
S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided!
1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here!
show all of the following items: YE NO NA If you need additional room for explanations,Please Provide additional Paper.
a. Location & Description of Property Boundaries
b. Total Site Acreage. s O -W.av
c. Existing-Natural & Man Made Features within 500 L.F. _
of the Site Boundary as required by§236-1702). 0.5 -r
d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. 7 4-1
e. Limits of Clearing& Area of Proposed Land Disturbance. Olt
f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) o Yl.
g. Location of all existing & proposed structures, roads,
driveways, sidewalks, drainage improvements&utilities.
h. Spot Grades & Finish Floor Elevations for all existing& 2^
proposed structures.
1. Location of proposed Swimming Pool and discharge ring. �c
j. Location of proposed Soil Stockpile Area(s). ORA INAC:FE.
k. Location of proposed Construction Entrance/Staging Area(s). ONS ARE
I. Location of proposed concrete washout area(s). KLaLt TOS Lngineerin
M. Location of all proposed erosion&sediment control measures. OdLkfill, OR Provide
GeFtiff
2. Stormwater Management Control Plan must include Calculations showing Mat the draina OPR IOn
that the stormwater improvements are sized to capture,store,and infiltrateSEDT O ode.
on-site the run-off from all impervious surfaces generated by a two(21 inch Nriall includ
rainfall/storm event. A Well In :
3. Details&Sectional Drawings for stormwater practices are required for approval. /ire On ntrance
gilt Fencilir,
Items requiring details shall include but not be limited to: ,stabilization
XPOSeda. Erosion &Sediment Controls. n Or inaCtlysnilc
b. Construction Entrance &Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) APPROVAL OF STORMWATER MANAGEMENT
d. Leaching Structures (e.g. infiltration basins,swales,etc.) CONTROL PLA -T
Datee -)
Approved by;
FORM * SWCP Check List -TOS JAN 2014
Of SO�lyol
0
Town Hall Annex
54375 Main Road Telephone(631)765-1802
P.O.Box 1179 G. Jc roger.richert (631)765- 50�
L, own Sout�i 0nv us
Southold,NY 11971-0959 ��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: 11 J Date: Z Q
Company Name:
Name: S
License No.:
Address:
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name: pr TP
*Address: o v .^ �, C ro
*Cross Street: �' ' •
*Phone No.:
Permit No.:
Tax Map District: 1000 Section. Block:
Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection:
NO Rough In d� Final
*Do you need a Tem Certificate:
YES '�
Temp Information (if needed) AP `
'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
'New Service: Re-connect Underground Number of Meters Change of Service Overhead
4dditional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspection Foran
so�ryol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q
Southold,NY 11971-0959 �Q �O
��C4UNTY,�
September 3, 2014
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Fred Milner
985 White Eagle Dr
Laurel, NY 11948
Re: Mancino, 15 Fourth St, New Suffolk
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
"Note: Gary is still requesting Certification for the Footings and Strapping
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Punning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 38902 — Re-Build Porch
JACKSON SURVEY OF PROPERTY
STREET SI T UA TED A T
ON. NEW SUFFOLK
0
TOWN OF SOUTHOLD
0
SUFFOLK COUNTY, NEW YORK
M
S.C. TAX No. 1000- 117- 10- 15
SCALE 1 "=20'
(USES PUBLICN WATER) JUNE 7, 2001
DWELLING APRIL 28, 2005 HIGH WATER MARK
R107A�/�NO/F'- COOD.gLE (USES PUBLIC
WATER) JUNE 1, 2005 UPDATE SURVEY & ADDED TEST HOLE
CORNELLV O/F JULY 19, 2005 TOPOGRAPHICAL SURVEY
ROC—PR SEPTEMBER 23, 2008 LOCATE WOOD JETTY RETURN AT S.E. CORNER OF PROPERTY
LUCILLE COODAfAN APRIL 25, 2013 UPDATE SURVEY
3 AUGUST 12, 2013 ADD PROPOSED DECK
o SEPTEMBER 4, 2013 LOCATE FENCE ON EAST PROPERTY LINE
S MARCH 26, 2014 REVISE NOTES & HAY BALE LINE
83.48'00" M C
META FENCE z E = o w —" AREA = 19,383.30 sq. ft.
p126.9 °D (TO TIE LINE) 0.445 ac.
0.5'S.FENCE :: WOOD FENCE m j'NNE STOCKADE FENCE � � Li� 2' 'n N1cff- p
0.9.E ... N
p U U•.. :.:::........ Inn3 a �y kj o.- ..v,
n� pp
STOCOD E Wi1LL f �Z 16.4 �o C.4
3 F 8 N
FENCE m "' `' CERTIFIED TO:
O CONC. PAD .. :HE. .. 14.3 ^
3 4 c UNITS �y coNc. RELIABLE ABSTRACT
RCH 52.7 STEPS' `•4;• o� x C�� W Corp.
16.5' ►1? ne PATRICIA ANN GILCHRIST—MANCINO
WOOD Ppm PORCH 17.8. CDIG`. ' :, 2 5DS. 5.7' Bwc �. T/l y
PORCH 1I.0'S. ea X .•.x'7.0 W ry '�F ME I 2.o'S. 0.9 �u l/1 NOTES:
N ! m RA GARAGE < z
BLDG' 44.4 ;'`' =: �(wrTH Roots 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM
o5�w:, ^ ° a EXISTING ELEVATIONS ARE SHOWN THUS:
22., �'—I 3 EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —s— — — —
FRA/2 STORY 17/ d F.FL. - FIRST FLOOR
ME HOUSE y �' ' KCL 3 ' 3°I 3 m Z_V G.FL. - GARAGE FLOOR
` "••:•c. .. ,. STEPS DECK
(WITH REAR WALK OUT o �' ~ T.B. - TOP OF BULKHEAD
CONC. L BASEMENT) ,M; N6 14•Q a , °. 3' B.B. - BOTTOM OF BULKHEAD
Fes' 207G ° ° � oa. T.W. - TOP OF WALL
B4S£M£NT FL N
CONC. BLPDREOPOS)=p O' � ' t -+ a • 'E
� O �
BW - BOTTOM OF WALL0 MANHOLE-,
° 'h d' STONE
52.a'
COLUMN n v
BELGIAN
BLOCK APRON WATER/
° x
RAIN: °' ""
D DRAINAGE SYSTEM CALCULATIONS:
BELGIAN
;:', }; ;' {.;•.,. 13 mI( �� ;' g BLOCK CURB (EXISTING HOUSE, EXISTING PORCH & PROPOSED PORCH)
pXISTING(�' x PORG "... ° GRAVEL PARKING ' ONES
oRCH VO 5E44' �. owMN GUARD RAIL74 ROOF AREA: 2,450 sq. ft.
REMOV p E-T. G�ONCREfE v' 9'1 • 2,450 sq. ft. X 0.17 = 417 cu. ft.
- °.• .I •a •x .. 3 X—
•'TQ REMAIN:: • 12 6 a
12_ / d . . ° a.' ' ,a n SPLIT RAIL
PROPOSED CONC ./. 4 i' .' ' °• w FENCE ON _ 417 cu. ft. / 42.2 = 10 vertical ft. of 8' dia. leaching pool required
. STONI__WALL— —
U
COVER _ � .' A� 9_� A / NE 7 PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS
N WITP HOGUOSED b'DIA. X 5' 9.B a x COLUMf� — eA?- —6
3 � LFADI=RS �O PP45OF R / sET STAKE WOOD BULKHEAD
C9 O 1 REMAINS
�" PROPo l
OF co"c. p AGE INSPECTIONS ARE REQUIRED
-� Engineering at 765-1560 before
c a � ENCIs Sys— — — — — — — — — — im �� °,' Contact TOS
AND SILT
ti .;_,.: �p' °Nc — — ry ,� ��; " Backfill,OR Provide Engineer's Certification
)FOVER�.s x that the drainage has been installed to Code.
Ix SET STAK
I
W EROSION&SEDIMENT CONTROLS
LAj - �� Shall.irrclude but not be.limited to,
A Wetl ma:tL ta7ed Cianstruction Entrance,
O 8� — — xB.1 / TEST HOLE DATA Wire gacker�SftFencing,stabilization&
o — x_U / 5 In of exposed and/or inactive soils.
I (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 19, 2005) g
�• I
7.5
IO'
0.
(0 I
DECK x x J_.5 1• L3
0 7w — — — — NAGEMENT
7 o� M APPROVAL OF STOR WATER ► r 36
.• . . ..—. ..�_..._.. — — — � M _ o n Cod
.........I DNON-TURF Bu ... ,,. _ _ — — mac, DO
FFER .... `I —
:io:: •' 6.6;;4N!PI••QF•Sa11HOLD WE :.tii:ii P01 M MIXED SAND J� LOAM CONTRO
Date: :Z'I
"::'PERMIT No. e1B3' ............... :::::::::..::. :..... :""*^i:i ::::::.::::'R SET STAKE pj co8 ....::..::..... :::.: ..:.:!?ECKING....::. :::::.::::.- 4..:..- . .:....: .: :: Approved by
. .. .. . .. .. .. . .
.................
..................................... .. . .. .. .
ti
. .. . .. .. ..
............................... ..
VINYL BULKHEAD
2.4 � .. :rB "•, � `° BROWN FINE SAND SP
N 85'28'1492 nE LINE ALONG APP,ARE — X m ;d PREPARED IN ACCORDANCE WITH THE MINIMUM
W HIGH WATER MARK ON APRIL 25, 20,3 BULKH REMAINS78, STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
95.929 S.7w OF CONIC,
BY THE LIALS. AND APPROVED AND ADOPTED
FOR SUCH USE BY THE NEW YORK STATE LAND
N 87.52'47" W TITLE ASSOCIATIO Of�F
0 31 .41 WATER IN BROWN ! PALE5AF
v BROWN FINE SAND SP L� r
Ile Z'
GREAT
PECONIC BAYN.Y.S. Lic. No. 50467
�y
TO THIS
SURVEY
ALTERATION TI ADDITION Nathan Taft Corwin III
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATCOPIES LAW. Land Surveyor
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S.
ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S.
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSn- PHONE (631)727-2090 FOX (631)727-1727
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF,RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New_York 11947 Jamesport, New York 11947
APPROVED AS NOTED
DATE: B.P.,t_39q0&--4--
�.
FEs BY: `=� – 1
NOTIFY BUILDING DEPARTMENT AT \
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: C H
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING Design Services
IV ZLIMill
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE www.mchdesignservices.com
REQUIREMENTS OF THE CODES OF NEW phone:
YORK STATE. NOT RESPONSIBLE FOR (631)298-2250
• DESIGN OR CONSTRUCTION ERRORS.
e-mail:
a Cie �.
0 michael@mchdesignservices.com
o �I
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O = �'
I PROPOSED PORCH X, CON'FLY VhIT ALL CODES OF
co ` x X mE I
^^ s"dia.FG COLUMN ^' NEW YORK STA t & TOWN CODES
I w/4"STEEL COLUMN
AS REIQUIRED A D CONDITIONS OF
' 4X71/4 M�GIRDE+� - �f3�3/4X7�1/4 ML GIRDER i� - �� (3)1-3/4X7 1/4 ML GIRDED R i _(3)13/4X7r1/4 ML�GIRDEIR (3)1-3/4X7-114 ML GIRDER �r7 1 0 LL11 gHN
TOWN SO LANNING BOARD
DN SOL RUST
O Y.
—
_I — - — - — - — — . -
Tr
OCCUPANCY
Z3'-3" 6'-O" 23'-3" ,
USE IS UN �.,
521-611 ITWITHOUT CE FICA
'H 0.7
1ST. FLOOR PLAN OF OCCUP �
SCALE: 1/4" = 1'-0•" F ETAIN STORM WATER RUN F
URSUANT TO CHAPTER 23 v
THE TOWN CODE,
O{tAINAGE INSPECTIONSARE - 560 before CZ
ELEVATION cot��t-rfS leering at 765 1 Uj Z
f a ==—A Backfill, '.e Engineer's Certification
SCALE: 1/4" = 1'-0" that th I-c been installed to f w
� USE 5/8"WEDGE ANCHORS ' � &-`
= r
INTO :ONC.@16"OC,w/ I rZj
I LEDGERLOK ANCHORS INTO WOOD 1�1
� 12"dia.FG COLUMN 0
w/6X6 ACO,POST EXISTING C1
0
I 12"dia.CONC.PIER w a
� � w/(2)#5 VERT REBAR �
36"X36"X12"CONC.FTG I
12
w/(3)#5 REBAR e.w. �1
•-- - 2RR @16
(3)1-3/4X11-7/8 ML GIRDER I 1 (3)1-3/4X11-7/8 ML GIRDER 1 1 (3)1-3/4X11-7/8 ML GIRDER0
(3)1-3/4X11-7/8 ML GIRDER I $3)1-3/4X11-7/8 ML GIRDER 1 - - - - - - - - y
I• - - -- - - - -- - - - - - _ - - _ - ._ . _.... . _. . _. - - - -- - -1 - -- - - -I 1 2X6 C @16"OC
- 1 t .-, ._, I 1 1 1 1 1
__ __ a__ __• 1 ! 1 l , _y _y i 1 1 1 1 1 1 1 1 v__ __ •-_ _
0
II 7'-10" 12'-6'/z" 101_511 1Z'-6'•�z11 T-1011 II ( ) /4X7-1/4
co, ,� , , , , , , , , , 1 ROOF AREA•474 SQ FT. 3 1-3 w
_ ML GIRDER U
XI IX 1 1 t 1 1 t 1 I I 1 1
4X4 ACQ POST W/ 'V 1 ¢ 7X8 @16"OC
O N 1 7 Iry 1 I 1 1 1 1 1 1 1 I 1 I I
12"dia.CONC.PIER n 11- 1 1 I 1 I I 1 1 ' I 1 0
`r 3' BELOW
RADE ---_--_---- ,j, AT 100 WATER RUNOFF; 80 CU. FT.
23'-3" 6'-0" 23'-3" PROVIDE (1) 8' DIA. X 2' DEEP DRYWELLS
(OR EQUAL CAPACITY) I I 8" dia. FG v'
52'-6" I I COLUMN EXISTING
DRYWELLS CAPACITY: 84.5 CU. FT. Z
I
FOUNDATION PLAN 114" STEEL
.SCALE: 1/4" — 1'-0" I I COLUMN
II
5/4-DECKING
2X8 ACQ DJ @16"OC
I {:.::..... BLKG.
o- I I (3) 1-3/4X9-1/2
.1
ML GIRDER
3,•�... ........
2"72"STAKES ••• 11
2'IN THE GROUND WIRE TIE NOTES: OGEE GUTTER - STANDARD 5 I I
12" dia. FG EXISTING
1).EXECUTION: I I COLUMN
BALES BUTTED -.=� A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. I EX. PAVERS TO
TIGHTLY TOGETHER -�,..
2).PREPARATION: I I 6X6 ACQ BE REPAIRED
`+ A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. AS REQUIRED
B). PREPARE SURFACES USING METHODS RECOMMENDED BYTHE MANUFACTURE FOR I I POST
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
00 METALS WITH PROTECTIVE BACKING PAINT DRAWN BY: MH
i
3. INSTALLATION: 12"dia. CONC. PIER A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 0 w/ VERT REBAR
\Vj 1).GUTTER TO BE PITCHED TOWARDS LEADER V TO 2"FOR EVERY 40'OF RUN. _1 July 27, 2013
2).SHEET METALJOIN LENGTHS WITH WATERTIGHTJOINTS. rn
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
...-........... i'"... j ��. ` ACCESSORIES. n _ tr
B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT 36"X36"X12" CONC. FTG. SCALE: 1/4 — 1 _0
CONNECTORS.
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL w/ (3) #5 REBAR ea. WAY NEW),o
CONNECTION WATERTIGHT. � , OEf RSO SHEET N O.
W
DRY WELLS TO BE 10' MIN. 4).PROTECTION:
AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
BY TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
1
STRAW BALE AND SILT FENCE COMPLEITON. CROSS SECTI -
INSTALL -10' -OUTSIDE WOORK AREA PERIMETER ' �0 o
SCALE: 3/8" = 1'-0" AR ,=5 � P�
ki -
M
C H
Design Services
wwwmchdesignservices com
phone:
o o'
(631)298-2250
e-mail:
U
p VO 0 u michael@mchdesignservices.com
O
ao PROPOSED PORCH V
8"dia. FG COLUMN ^ N nxi x
Iry w/4"STEEL COLUMN '
i
-
(3)1-3/4X7-1/4 ML GIRDER - — - -(3) 1-3/4X7-1/4 ML GIRDER - -. - (3)1-3/4X71/4 M�IRDE�
- - -(3)1-3/4X7-1/4 ML GIRDER - - (3)1-3/4X7-1/4 ML GIRD -
DN
O -
I
23'-3" 6'—O" 23'-311 77
521-611
1ST. FLOOR PLAN
SCALE: 1/4" = 1'-0"
- uj W
' V
REAR ELEVATION p[
! _ UJ Z
USE 5/8"WEDGE ANCHORS � SCALE: 1/4" - 1'-0"
0 INTO CONC.@16"OC,w/
�o LEDGERLOK ANCHORS INTO WOOD > PIP
I
' 12"dia FG COLUMN A
w/6X6 ACQ POST
oo r` ¢ 12"dia.CONIC.PEER I RAFTERS STRAPPED EXISTING0 Cn W ww/(2)#5 VERT.REBAR a
I N
24"x24'x12"CONC. FTG TO GIRDER w/ 0
v
------
--_-+ w/(3)#5 REBAR e.w.
Pk
(3)1-3/4X9-1/2 ML GIRDER 1 (3)1-3/4X9-1/2 ML GIRDER I ' ' •-_*_ + TY-DOWNS 12
tom— / - . 1. �-� - - � - � - - —� - - (�3/4X9-1/z ML GIRDER - 1 I - (3)1-3/4X9-1/2 ML GIRDER 1(3)1-3/4X9-1/2 ML GIRDER 1 2 —��
R @16"OC r�i W
a �
= 1 1 1 1 1 � , I 1 2X6 C1 @16"OC �
a __� a__ __� a__ __• 1 l la_y _y� 1 1 1 t 1 I 11 1 a__ __• a__ _ +
"
71-1011 12'-6'/z" '� 101-511 11 1 1 f 1 1 1 1 1�'-6'�'z" 71-1 011 /1
1 1 1 1 1 1 1 I 1 ROOF AREA-474 5 FT (3) 1-3/4X7-1/4 N••� 0
00 I t 1 1 1 1 1 1 1 Q COLUM CAP BOLTED w
x• Ix 1 1 1 1 1 1 t 1 I t 1 ML GIRDER �-LI
O 4X4 ACQ POST w/ `�' 2X8`0� 1`� 1 ' ' I 1 1 1 1 1 I I 1 TO GIRDER w/ � Z
N I Iry 1 1 1 1 1 1 1 1 I 1 1 1 I 1
1z"dia CONIC.PIERAT 100% WATER RUNOFF8
��-'� ; 0 CU. FT
3'BELOWGRADE � --------------
r i i i--------- ' ' 'I ' 3/8" dia. LAG BOLTS
231-3" 6'-0" 23'-3" PROVIDE (1) 8' DIA. X 2' DEEP DRYWELLS I I �•.
521-611 (OR EQUAL CAPACITY) I I 8" dia. FG
tl
I
DRYWELLS CAPACITY: 84.5 CU. FT. I COLUMN EXISTING
FOUNDATION PLAN.
SCALE: 1/4" _ 1r-0" 1 1 4" STEEL
I I COLUMN 0
COLUM BASE BOLTED 1 1
TO GIRDER w/ I
I 3/8" dia. LAG BOLTS
5/4 DECKING uj
2X8 ACQ D) @16"OC
(
BLKG. (3) 1-3/4X9-1/2
i
I I I ML GIRDER
3 6X6 STRAPPED
a::_:::....-..-....}•
2"X2"STAKES I I
2'IN THE GROUND TO GIRDER
WIRE TIE OGEE GUTTER - STANDARD 5"
20ga.
'''••t.
NOTES: I I
12" dia. FG EXISTING
BALES BUTTED 1).EXECUTION: COLUMN
TIGHTLY TOGETHER / jam. A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 1 }
6X6 SECURED jGr EX. PAVERS TO
2). PREPARATION: I I
•^"' A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. TO PIER w/ 6X6 ACQ BE REPAIRED
B). PREPARE SURFACES USING METHODS RECOMMENDED BYTHE MANUFACTURE FOR ANCHOR BASE POST AS REQUIRED
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. I
.�j C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT.
3. INSTALLATION: _ 12"dia. CONIC. PIER DRAWN BY: MH
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
Q w/ VERT REBAR
/ 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2" FOR EVERY 40'OF RUN.
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHTJOINTS, r.,n 8/16/2014
\�/ / �- �Y' a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
j lr ACCESSORIES.
• / B).ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT �� �� �� SCALE:
r� _ r rr
CONNECTORS.
24 X24 X12 CONIC. FTG. SCA E: 1/4 1 -0
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL —_ 2 (3) #5 REBAR (?a. WAY
CONNECTION WATERTIGHT. I�� �, ,II�
DRY WELLS TO BE 10' MIN. 4).PROTECTION: - ----�- ,,�OF NEW
_
AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, I J'p A
1r
SHEET NO:TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL AUG 214 ��TRAW 5ALE AND SILT FENCE COMPLETION.
AREA TOo o CROSS SE LdINSTALL -1O' 1D O P �_j —
Ld
'0 0
SCALE: 3/8 — 1 - a�
O
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING': OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, -
- N
4" MAX.
KING STUDS A
H_
4 DIA. MAXIMUM Design Services
RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
LEDGER
GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
HEADER HAZARDS www•mchdesianservices.com
RIDGE LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED phone:
45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE (631)298-2250
TO HEAVY MODERATE
RAFTER JACK STUDS mi hael@mchdesignservices.com
to
M
RAFTER-TO-LEDGER CONNECTION
RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16110C WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES:
RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.
STAIR RAIL-ING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinized or stainless steel.
ROOF I LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts.
1-1/2"SPACE Girders on concrete piers shall be anchored with proper steel connectors anchored
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
MINIMUM
3). Posts supporting girders shalt be anchored to a minimum 24"x24"x12"thick concrete
footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall
HANDRAILS RAFTER be 3 ft. below grade.
RAFTER
4). Deck joists to have blocking at 8'0 o.c..
5). Flashing shall be installed between the building and ledger. Lapping up the sheathing
and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers
POST and nuts at 16"o.c.
TOP PLATE
TOP PLATE
6). Concrete piers shall be a minimum 6"above grade.
BALUSTERS
7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored WALL STUD RIM/DECK JOIS o to girder(:).
OPEN BALUSTER ATTACHED TO WALL WALL STUD o
8). Covered Roofs shall be assembled and anchored the same manner as a typical building.
9).All metal connections and fasteners in direct contact with ACQ shall have the proper
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION protective coating from the manufacture.
RAFTER TO PLATE/STUD CONNECTION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH
SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE 0
CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS
PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"- 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ROOF S H EAT
EACH RAFTER JOINT DESCRIPTION QTY NAIL SPACING
NOTES
STRUCTURAL PANEL 8d AS PER TABLE 3.8
411 MAX. WFCM-SBC W
4" DIA. MAXIMUMAl U
GIRDER/HEADE
WZ
GIRDER/HEADER
OF FRAMING: W
° JOINT DESCRIPTION NAIL NAIL NOTES > [--1
z_ o ° QTY. SPACING A
JOIST POST/COLUMN °
RAFTER TO o 1 WALL:3-8d COMMON EACH TOE-NAIL
° OP PLATE 0WALL:4-8d COMMON RAFTER �•^ w
POST/COLUMN V J
CEILING JOIST 8 WALL: 3-8d COMMON EACH 0
TOE-NAIL W �••�
TO TOP PLATE 10"WALL:4-8d COMMON JOIST O
qr GIRDER/HEADER CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
PARALLEL RAFTER WFCM-SBC LAP NAIL x
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �"'� Q E--I
POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL
LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACERTO RAFTER WFCM-SBC END NAIL
DEL
SPLICED JOISTS OVER HEADERIGIRDER 4x4 SOLID COLUMN PBs44/PBSE44/ KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE F� O
T</POfi�GI-IRAILING / / IHEADER CONNECTION TO RAFTER END NAIL 2-8d COMMON V
LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66 PBSE66 KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER
JOIST TO GIRDER/HEADER RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2- 16d COMMON EACH END
TO RAFTER END NAIL Cz
STU WALL FRAMING: Z
o ® BEARING PLATE NAIL NAIL
GIRDS JOINT DESCRIPTION rep Q-� SPACING NOTES
_ 0
TOP PLATE 2 16d COMMON FOOT FACE NAIL
o � � 4 TOP PLATE TO PER
° WOOD JOIST V� ,y TOP PLATES AT 4- 16d COMMON JOINTS FACE
tA INTERSECTIONS EA. SIDE NAIL
STUD TO 24" FACE
LEDGER GIRDER/HEADER CONCRETE PIE v HEASTUD DER TO 2-16d COMMON O.C. NAIL
UJ
WOOD JOIST o • ,
16d COMMON 16 O.C. FACE
WOOD JOIST v y,`^ HEADER ALONG EDGES NAIL
v V TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END
PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL
FLUSH JOISTS WITH HEADER/GIRDER OUBLE 2x BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2- 16d COMMON PER FACE NAIL
CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FOR H(MINEADER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING FOOT
LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAM
IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION
TO ALLOW FOR SHRINKAGE. ROD (2) BEAMS PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH PIER
REQUIRED
FOR STD (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER
FLASHING TUCKED UNDER DECK FRAMING:
NAIL TOP PIECE OF SIDING AND
JOINT DESCRIPTION NAIL NOTES
LAPPED OVER FIRST CONTIN. QTY. SPACING
THREADED ROD JOIST TO: PER TOE
4-8d COMMON
PIECE OF SIDING BELOW SILL,TOP PLATE OR GIRDER JOIST NAIL
C COUPLER NUT
BRIDGING EACH TOE
2-8d COMMON
1/2" DIA. LAG BOLTS W/WASHERS TO JOIST END NAIL DRAWN BY: MH
CONNECTED TO BLDG. @16"OC
POST BLOCKING EACH TOE
WOOD JOIST MINIMUM TO JOIST 2-8d COMMON
END NAIL
END DISTANCE BLOCKING TO: EACH TOE 8/16/2014
BLOCKING
SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL
FLOOR FRAMING e MI U ' 3-16d COMMON EACH FACE
2x JOISTS ENf� NCE D. LEDGER OST NAIIL
"• . :o •; p.•;�• 12"x12"x12" y V ^ JOIST ON LEDGER R TOE SCALE: 1�4�� = 1'-0'�
CONCRETE FOOTING A �' TO BEAM 3-
WOOD
-8d COMMON OI tt--
WOOD GIRDER . • c^ c^ �`.
3- 16d COMMON4
TO JOIST J ST� N L `i SHEET N O.
BLOCKING FOR JOIST HANGER „ „" BAND JOIST ER y0
LAG BOLTS p p HOLLOW COLUMN UPLIFT- BAND JOIST TO: PEX/
2-16d COMMON �O f a'
r-
RIM JOIST/BD. ' SIMPSON STRONG TIE MODEL STRR1/2 DECK POST FTG. CONNECTION SILL OR TOP PLATE FO .; Li
SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS `"
PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION
USE WITH RT10 TYDOWN ANCHORS4X4 POST PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH FOOTING X '
DECKIPORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING5�