HomeMy WebLinkAbout42225-Z Town of Southold 12/10/2018
'► P.O. Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40092 Date: 12/10/2018
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 255 Dogwood Lane Ext, East Marion
SCTM#: 473889 Sec/Block/Lot: 37.-1-9
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/1/2017 pursuant to which Building Permit No. 42225 dated 12/11/2017
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:
ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT ENTRY, FRONT DECK WITH PERGOLA
AND REAR DECK TO AN EXISING ONE FAMILY DWELLING AS APPLIED
The certificate is issued to Holuka,Arthur&Panagiota
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42225 09-26-2018
PLUMBERS CERTIFICATION DATED 11-07-2018 G e J Berry
Auk rite Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
'$ 4 SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42225 Date: 12/11/2017
Permission is hereby granted to:
Holuka, Arthur & Panagiota
33-17 162nd St
Flushing, NY 11358
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
255 Dogwood Lane Ext, East Marion
SCTM # 473889
Sec/Block/Lot# 37.-1-9
Pursuant to application dated 9/1/2017 and approved by the Building Inspector.
To expire on 6/12/2019.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $669.20
CO -ADDITION TO DWELLING $50.00
Total: $719.20
Bui ' nspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00,
Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, 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. September 1 st 2017
New Construction: Old or Pre-existing Building: I/ (check one)
Location of Property: 255 Dogwood Lane East Marion
House No. Street Hamlet
Owner or Owners of Property: Arthur and Patricia Holuka
Suffolk County Tax Map No 1000, Section 37 Block 1 Lot 9
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
A scant Signature
SO!/jyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G� Q
Southold,NY 11971-0959 •� • �o roper.richert(aD-town.southold.ny.us
�y�OUNTY,N�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To. Arthur Holuka
Address: 255 Dogwood Ln Ext City East Marion St: New York Zip 11939
Building Permit#- 42225 Section: 37 Block: 1 Lot: 9
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA. RJ Corazzini Electric License No 33419-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition X Survey Attic Garage X
INVENTORY
Service 1 ph 200a Heat oil Duplec Recpt 66 Ceiling Fixtures 18 HID Fixtures
Service 3 ph Hot Water oil GFCI Recpt 15 Wall Fixtures 15 Smoke Detectors 5
Main Panel 200a A/C Condenser 3 Single Recpt 3 Recessed Fixtures 38 CO Detectors
Sub Panel A/C Blower 8 Range Recpt 40a Fluorescent Fixture Pumps
Transformer AppliancesE54
Dryer Recpt 30a Emergency Fixture Time Clocks
Disconnect W Switches Twist Lock Exit Fixtures TVSS
Other Equipment: 3 combination smoke / co detectors, 3-bath fans, 1-paddle fan, wall ovens-50a,
under cabinet rope lights(kitchen),electric fire place,8-ARC fault circuit breakers
Notes:
Inspector Signature: Date: September 26 2018
81-Cert Electrical Compliance Form.xls
Town Hall,53095 Main Road Fax(631)765-9502
P.Q.Box 1179 �'� ��` Telephone(631)765-ISM
Southold,New York 11971-M9 "rd g `'�►
D CCSOdL�
BUILDING DEPARTMENT D
TOWN OF SOUTHOLD
NOV 13 ?018
BUILDENG DEFT.
CERTIFICATION TOWN OF SOUII�)W,,D
Date: / d
Building Permit No. . L j-Z Z-L
Owner. At2T:/ 1InLu1LA-
(please
7print)
Plumber: 16
(please print)
I certify that the solder used in the water supply system contains less t31an 2/10 of 1%
lead
lumbers -
Sworn to before me this
day of - 20_ °
Q.EJt:f- w
Notaly PubliCounty
u vvti�
` AM
OF SOUT'y0
l��DUNI'1
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
[ / INSPECTION
FQUNDATION 1ST [ ] ROUGH PLBG.
[ OUNDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (R
NAL)
REMARKS: fAa 6Awe 6v%AA 0-0
�Wj Und I nA
4 �� 4W 7ovk46 gasv- P
L �*g ovv/
ell
04 4x4 1.
p A�
DATE [-I,-AV INSPECTOR
OF SO/it,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC ION
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING /STRAP G [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
lin
-�:Yb K� AMA pit
Lr-k p�
o
k
DATE INSPECTOR
OF SObry�6
# # TOWN OF SOUTHOLD BUILDING DEPT.
• io
"�ouNn 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR� i`Y
�vyv�
OF SOUly06
# TOWN OF SOUTHOLD BUILDING DEPT.
N
°�couim` 765-1802
INSPECTION
[ FOUNDATION 1ST [ ] GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING
REMARKS:
GOMM
1) jk�& "�bqsA/ firti&
y -✓Q,� a-
h�T
DATE INSPECTOR
oe sou
f TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[Y3FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
ft z
%0�
• r v 0
DATE INSPECTOR
OF SOUTyo6
# * TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. L �7
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
Int At Pt(, L-t t: � LG
DATE Z� �� INSPECTOR
q-w-v5000e
oF souryo6
# TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
( ] CODE VIOLATION [ ] CAULKING
REMARKS:
�� 16 or VIS
Y GPS &V"tlfftol�
64m� ok
5r2mmi
ptc -
'11m,:,OIL
DATEfir
INSPECTOR
13� H L-\22zS
ROCKET INSULATION LLC
65b 81P PORK DRIVE
ROnKOROMfl,nr 11779
P:6317509075 f:6317509076
wcvw,�.RocketSpraLyFoam.com rocketinsulation@gmail.com iNSUlAT1p}N COATINGS
Insulation Certificate
This Form must be filled out and posted to comply with building code requirements.
The following products have been installed in accordance to manufacturer's guidelines by a
qualified installer. (�( M
Fiberglass Insulation manufactured by: Owens Corning/Certainteed � '-_' v
DD
Foam spray polyurethane manufactured by: Lapolla Industries NOV 1 3 20118
Foam spray manufactured by: SWD Urethane ivy_
in
TOWN GF SOU T-;iC jj
Area Insulated Thickness/Aged R-Value**
Hot Roof 9.5" Nominal Open Cell Foam R-49
Closed Sloe "9.5'-Nominal Open Cell Foam R-49
2X4 GABLE WALL 3.5" Nominal Open Cell Foam R-21
2X6 Exterior Walls R-21 15" x 93" - Kraft -Wood Framing
2X4 Exterior Walls R--15 15" x 93" - Kraft -Wood Framing
2ND FLOOR GABLE WALL 3.5" Nominal Open Cell Foam R-21
Fire Caulking, Rockwool Firecaulk
Air Seal - Seal Seams & Edges Of Door and Window Foam
Plywood Exterior Walls
Foam Seal Door And Windows Door and Window Foam
Crawls ace 3" Nominal Closed Cell Foam R-20
Exterior Ceiling - Garage R-30 16" x 48" - Kraft -Wood Framing
Exterior Garage Walls/ Garage Exterior R-13 15" x 93" - Kraft - Batts
Walls
Sound Interior Wall R-11 15" x 93" - Unfaced -Wood
Framing
Crawlspace Thermal Barrier DC315 Ignition/Thermal Barrier (5
&t Gallon Pails
**Nominal thicknesses are representative of field, spray-applied foam material. R-Value is
based on manufacturer's claims ,; .
Aa ,.
lobsite Address: 255 Dogwood Ln, East Marion, NY 11939 Date of Installati
Building Contractor: .las-Mar construction
Installed By: Rocket Insulation LLCM
-Post Near Electric Panel- Au , a�f6
It 7.
�z233A .t®g
�aa�s
�CHITECT
MARK SCHWARTZ &ASSOCIATES 2&495 Main Road•PO Box 933•Cutchoguc. \Y 1193.1
631734.4185 �c����.mksarchitcct.�om
October 15. 2018 DD
OCT 1 8 X18
Southold Town Building Department
54375 Main Road I'w�I'�Oi�`' DEPT.
TOWN OF SOUTHOLD
Southold, New York 11971
Re: 255 Dogwood Lane
East Marion, New York
Permit#42225
To whom it may concern,
I have been on site to review the basement ceiling fire spray coating. To the best of my
knowledge, that DC315 Intumescent Coating has been installed as required and meets or
exceeds New York State Code requirements(specifications and photos attached).
Please call this office with any questions you may have.
Sincerely,
. c
A
i'
r�e
Mark Schwartz
#1
'%1A
FIELD INSPECTION • • • COMMENTS
FOUNDATION(IST)
-----------------------------------
lid' . . �• 1
:1101,mm a. , 99�2i
ROUGH FRAMING : iii[, ►.� � �Al IMAW .
PLUMJING �1=11W WINSULATION �;�
. � .
STATE ENERGY• . , t.� fir`
ill►�r1,
,,��,FrAW ,. _ ��MW
jpmm W,
WA M17W. 07A
ADDITIONAL C2�LMENTS
ter% - l jw
AW
AL
"'cam ,11// • i /
•. f%: �!.
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. 22)5 Check
Septic Form
N Y.S.D.E.C.
Trustees
C O. Application
Flood Permit
Examined 20 Single& Separate
Storm-Water Assessment Form
Contact:
Approved l ,20 l Mail to Robert Wilson
Disapproved a/c PO Box 49 Southold NY 11971
104. Phone- (631)504-8842
Expiration 20
BA&4lisp6ctor
D PPLICATION FOR BUILDING PERMIT
S E P - 1 2017 Date September 1 st 120 17
INSTRUCTIONS
$.
ITT" ,1;^ ,,
a. T 6 completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of pl! aV t p an o 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.
(Signaturi0applicant or name,if a corporation)
PO Box 49 Southold NY 11971
(Mailing address of applicant)
State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician, plumber or builder
Agent
Name of owner of premises Arthur Holuka and Patricia Holuka
(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 proposed work will be done:
255 Dogwood La. East Marion
House Number Street Hamlet
County Tax Map No. 1000 Section 37 Block 01 Lot 9
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Single family residence.
Add 45sq.ft t story addition at frotn door for new entry. Remove exist masonry stoop and add anew 36 sq.ft.wooden stoop w/roof at front Add 166 sq.ft.1st
b. Intended use and occupancy floor deck wRh arbor exist do ng rm.Remove exst 154 sq.R wood deck 8 steps rear Remove 106 sq.tt addAbn!,,a beMeen house 8 garage.Renovate
550 sg.tt at 2nd door inc'st .new dormers�front andand back.New roof framing and shingles.New siding.Replace exist windows noted on plans.
3. Nature of work(check which applicable): New Building Addition V/ Alteration V
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 70'-1-1/4" Rear 26'-9" Depth 50'-8"
Height 21'-8-1/4" (to ridge) Number of Stories 2
Dimensions of same structure with alterations or additions: Front 72'-10-1/4" Rear 19'
Depth 63'-3-1/4" Height 22'-2"(to ridge) Number of Stories 2
8. Dimensions of entire new construction: Front 72'-10-1/4" Rear 19' Depth 63'-3-1/4"
Height 224-2" Number of Stories 2
9. Size of lot: Front 118.59' Rem 101.00' Depth 183.00'
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R-40 Medium density residential
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V
13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO—V
Arthur Holuka and 225 Dogwood Lane
14. Names of Owner of premises Patricia Holuka Address East Marion NY Phone No. (631)294-4241
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V
* 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 V
* 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 V
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
Robert Wilson being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
CONNIE D.BUNCH
(S)He is the Agent Notary PtiWic,State.sem«o._
(Contractor,Agent, Corporate Officer, etc.) No.01BU6185050
QuaHffed in cgk County
of said owner or owners, and is duly authorized to perform or have performed the samid w"161I n at�iM Suf 0 1A a&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
► }- day of 2q_�__
Notary Public Signature of Applicant
Scott A. Russell d°S '� S'7C'ORMWA'7C']E]k
,
strMRvisoR
z MAN
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971O� Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
NOV 2 0 2017 ( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑® A. Clearing, grubbing, grading or stripping of land which affects more I
than 5,000 square feet of ground surface.
0[0 B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑[� E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
10 F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department witfi your Building Permit Application.
APPLICANT. (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date
Dntrict
NAME- Robert Wil on 37 1 9 9/1/2017
Section Block Lot
*** FOR BUILDING DEPARTMENT USE ONLY ****
Contact Information (631)504-8842
- - - - - - - - -
— — _ — — _ — Reviewed By: V
� ' ! Date
Property Addre�5/ Location of Construction Work: ( 1--T-7 _ _ _ _ _ _ _ _
255 Dogwood La. 1•v 1 Approved for processing Building Permit.
— — _ _ _
j Stormwater Management Control Plan Not Required.
East Marion NY i Stormwater Management Control Plan is Required. i
i
(Forward to I Engineering Department for Review.)
----------------------------------------------------
ORM # SMCP-TOS MAY 2014
APPLICANT. S.C.T.M. 1000
(tit,Owner,�igm Professional,Agent,Contractor,aherl -: — — o � CHAPTER 236 r
37 1 9 1e Stormwater Management Control Plan CHECK LIST
NAME, Robert Wilson suction Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
Date: y,� �c The applicant must provide a Complete Explanation and/or Reason for not providing
,�
631 294-4241 Oct. 30th 2017 'Rt all Information that has been Required by the following Checklistl
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.
c. Existing - Natural & Man Made Features within 500 L.F. DRAINAIRED
of the Site Boundary as required by§23ri-ir(CN2). ing at 765-1560 before
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. surveyaEngineer's Certificate
on
e. Limits of Clearing & Area of Proposed Land Disturbance. that ttle drainage has been installed
f. Existing& Proposed Contours of the Site (Minimum 2 Intervals) Found on survey
g Location of all existing& proposed structures,roads,
driveways,sidewalks, drainage improvements& utilities.
h. Spot Grades& Finish Floor Elevations for all existing& Found on surve
proposed structures.
I. Location of proposed Swimming Pool and discharge ring. No Swimming pool on property
J. Location of proposed Soil Stockpile Area(s). No soil stockpole will be neet1gad
k. Location of proposed Construction Entrance/Staging Area(s). NO heamy equiment needed existing driveway Will be used
1. Location of proposed concrete washout area(s). :4R V No concrete washout area will be npptlAd
M. Location of all proposed erosion&sediment control measures.
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture,store,and infiltrate d EROSION &SEDIMENT CONTROLS
on-site the run-off from all impervious surfaces generated by a two(21 inch IShall include but not be limited to;
rainfall/storm event.
A well maintained Construction Entrance
3. Details&Sectional Drawings for stormwater practices are required for approval. Wire Backed Slit Fenrin i -i
Items requiring details shall include but not be limited to:
a. Erosion&Sediment Controls. Seeding of exposed an
b. Construction Entrance&Site Access.
c. Inlet Drainage Structures (eg.catch basins,trench drains,etc.)
d. Leaching Structures (e. .infiltration basins,swales,etc.)
* * FOR ENGINEERIN EP K USE ONLY ****
Additional Information is Required. TOWN OF SOUTHOL
Reviewed & Stormwater Management Control Plan is Not Complete.
I
Approved By: — — — — — — — — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Complete.
Date: Z 74j 7 1 SMCP has been approved by the Engineering Department.
FORM * SWCP eck List -TOS MAY 2014
Siry�
to
Town Hall Annex Telephone(631)765-1802
64375 Main Rood �5pg
P.O.Box 1179 • ,� roger.richert { Yim 1)&QwtiXiOld ny us
Southold,NK 11971-0959 �v
BUR DING DEPARTII![FNT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY. Owner Date: September 1 st 2017
Company Name:
Name:
License No.:
dress:
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name: Arthur and Patricia Holuka
*Address: 255 Dogwood Lane East Marion
*Cross Street: Bayview Dr.
*Phone No.: (631)504-8842
Permit No.: a/),01,01)"1 C)
Tax Map District: 1000 Section: 37 Block: 1 Lot- s
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
Expand existing garage to two car garage with additional workspace. Also V addition to living room. Interior
renovation of existing bedrooms. New roofline. New front entry porch.
(Please Circle All That Apply)
Is job ready for Inspection: YE / NO Rough In Final
*Do.you need a Temp Certificate: YE ! NO
Tomp Information(if.needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-00nnecf Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
824Regaest for Inspection Form
� Ffat BUILDING DEPARTMENT- Electrical Inspector
�O TOWN OF SOUTHOLD
e�
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
p`F Telephone (631) 765-1802 - FAX (631) 765-9502
1 roger.richert(cD_town.south old.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
EQUESTED BY: Date:
Company Name: f j- 'r, E-/-e-
Name:
License No.: email: R op an
Address: 32p vnr/ L-
Phone No.: - (,4,
JOB SITE INFORMATION: (All Information Required)
Name: r k
Address:
Cross Street:
Phone No.:
Bldg.Permit#: L4cl�5' email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
/`:2 1 14-c%✓, '�,,, -7
Circle All That Apply:
Is job ready for inspection?: E / NO Rough In Final
Do you need a Temp Certificate?: ES NO Issued On
Temp Information: (All information required)
Service Size 1 P 3 Ph Size: Lob ,A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection Formals
BUILDING DEPARTMENT-Electrical Inspector
a,, ft TOWN OF SOUTHOLD
•y� �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959'41 �a Telephone(631)765-1802-FAX(631)1)765-9502
Temporary Certificate # Date �luNE: 2� 2018
Customer Name o/ A Electrician Name
Address Zk, E Alp! R D Phone 651- ? — Z�G
e-mail e-mail iETZ Op04JI- A/L-:
Phone License# )qE
Size_J�CAP A Phase Overhead Underground #of Meters
Remarks
#of Underground Laterals 1 2 New
"H" Frame or Pole H P Fire Reconnect
Was work done on Service N Flood Reconnect
Old Meter#1 Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This veri ' tion is valid for 9 above.
Authorized by
01
0
Town Flail Annex Telephone(631-1802
54375 Main Road Fax(631) 734-9502
P. 0 Box 1179
C/-I --zz ti
Southold, NY 11971-0959 y Pry
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: September 1 st 2017
Owner- Arthur and Patricia Holuka,
Location of Property: 255 Dogwood Lane East Marion NY SCTM: 1000-37-1-9
Please take notice that the (check applicable line):
New residential structure
V Addition to existing residential sftubdre
Rehabilitation to an existing residential structure
to be constructed.-or-' performed at the.sqbjpct property rlafeFepce above Wit utilizq
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction(PW)
V Timber construction (TG)
in the following iocation(s)(check applicable line):
Floor framing.-including girders and beams (F)
Roof framing (f9
V Floor and roof ftaming (FR)
Signature:
Name.(person submitting this form): Robert Wilson
Capacity(check applicable line):
Owner
Owner representative
TrussResReq1S.docK Effective 11112015
LOT AREA-16.442 SQ. FT.
SOT
Dtzz/
S pu'auc W4 7iFR
q, "*'
FO 1 5 1.00,
PIPE
_0
%Z' 66
WON
07,0
(3�1
00, lipel-P
(29.6)
FD
encl. MON
(30.8) Som
Lia C) (31 0)
cm jwdovoc�
rL C
z F c
0.4 S -
(30.3) 0
O 1 (30.3 -
18.3 0
SV V-R ST"Y Z
N 1-1/2
-lob gor DWELL 456 1
a t"i 28,3 29.7)
26.0'
.0
FC
:*k "I- -- -D c:
0
-32.2 co
W.- L'= 29�7 ---
>
0
FD
NOTE: pipu
LOCCtion all water mains
adjaimr3 water supply (25-8)
by others and are not
guaranteed. 0,
010
90 lc� IL -70,
'06
6*11
FID(22,9)
(22-3) PIPE
0-4:E
0.4'N
DATUM APPROXIMATE
"'iE Wgm Val ft"001-0 OK"4m,"
mme"umm me mw A -Ow mvm'80 UK me lmmpm Am OOT JOB No, 10-179 FiLE No. GARDINFR'S BAY ESTS.
m
Wmam To aTE em. of nm& Mom mu&rows, MOM
,*"" M" 007" 10 M,**M Oft A41 OrIM�• SURVEYED FOR ART' HOLUKA
umWnM= MWM 10 r1ft ZMKV t9 A W"no" C"WrW LOT NUMBERS 95-96
MN OF rdt WW YOW SWE UWAIM IA& W OF GARDINERS BAY LSTA,'LS, SEC. 2
HMM SOAR.a*W&Y 70 THE PEMP FM VHW Mir SITOATFD AT EAST MARION
nowy a mowam'me aw M Wwy m ric- Imi C*~. wvumwwfx-
AQgff AM WOM %WrVTM tAM HUM NO TO TI4 Asmewim of n*
mAkwm A wm rmownwig m Ao=vo-wwnTovs TOWN OF SOUIH01-0
1 30' DATE 8-12-21010
coft; OF 115 SUMEY MW Wr WARW'DC LAW %A(*W" MCD WL ON
NW ME CONSOM TO N A%Od"Mg CWy- 3ATE 9-23. 1921
------ FILED MAP Flo. 27,5
CER19FiED ONLY TO: !AX MAP No.(REFF ONLY) IOW-37-1-Cl DISK 20101
HAROLD F. 71FRANCHON JR. P.C.
LAND SURVEYOR
".0. BOX 616
1866 WA DING RtVER-MA NOR RD. WADING RjVt-R,
NEW YORK, 11792
CL Iq y. .jr. %a. 048992 631--929-4695
jA'
'IANC-(,'N uit _INN. .VC. No. 'e±'6 +
BUMDING DEFT
TOWN OF S0UTa— Li)
a
i
r
• EC IVE
B
LTILDDIM.,TOWN OF SOUTjj&LD
x
S F
}
< j
r
DC315 Inturnescent Coating
Description
DC315 is an intumescent coating for Spray Polyurethane Foam
(SPF)and provides an alternative 15 or 20 minute thermal barrier.
Tested and compliant in the USA by ICC-ES,AND Canada by CCMC, r
OC315 is the most tested and approved alternative thermal barrier °
on the market today!
To be approved as an Alternative Barrier System,DC 315 is
applied over a manufacturer's SPF and tested to the criteria of
NFPA 286,UL 1715 or ISO-CANIULC 9705 for duration of 15-20
minutes by an accredited fire testing facility.DC 315 has also
been tested as an ignition barrier under AC 377 Appendix X. MGM
DC315 is fully AC456 Compliant and satisfies the International
Building Code(IBC)International Residential Code(IRC)National
Building Code of Canada(NBCC)and many other International ;
model building codes. lam
OC315 Tested Solutions for Spray Polyurethane foam
•More full scale Thermal and Ignition Barrier tests than any
other product in the world
•DC 315-3rd.party inspected for Quality Control:Warnock Specifications
Hersey Intertek W/N 20947
•Tested useful life,fire resistant property is not compromised finish: flat
after 50 years Color. Ice Gray,White and Dark Grey
•Top coat for color,weather&moisture protection,tested,via are special order
NFPA 286 full scale testing
•ANSI 51 testing for incidental food contact 0°C� (47 g/t)
•Passed CAL 1350-qualify DC 315 as a low-emitting material in Volume Solids. Me
the Collaborative for High Performance Schools rating systemry g
(GNPs Designed&CHPS Verified) 0 m Time @ 17°F&50%RH To touch
•Passed strict EPA—V.O.C,and AQMD air emission 1'2 hours to recoat 2 to 4 hours
requirements(for all 50 states) Type of Cure: Coalescence
•3rd Party tested"Single Coat Coverage"up to 24 Mils WFT,on Flash Point: None
ceilings and walls,reducing tabor costs equaling higher profits
•Meets Life Safety Code 101 Reducer/Cleaner: Water
•Meets LEED's point Shelf life: 1 year(unopened)
*End Use Applications:DC315 is for interior use as a thermal Packaging: 5&55 gallon containers
or ignition barrier coating to protect SPF.Contact IFTI for Shipping weight: 5 gallon pail-58111s.55 gallon
instruction for using DC315 in other applications such as,but drum-640 tbs.
not limited to,cold storage,parking garages,high humidity,or Application: Brush,roller,conventional and
any unconditioned spaces, airless Spray
Performance: 50r years HOAC tested
WH Listed: Spec ID 32890
r^
�=kik
. .„'
SII lei�.�4irys
G-
�1� }�
,r+T 6�:
g' y _
` tYl� de.:l".
�t�.�. � h r ,�
__� �. ,.. n � ..
�:
. .�-
.� f F •. .,f. _
� �
y�s �_��
s.
'�. .�,.
�.a�v01°'w°�.�
'.a
�...._ , SIM.
a� F * * � � .- .anis ''.
�Sa�.
"�
�'J '' .
At'
d;
f4.
*c
3i
F
1
y
1.
�• l i t
Y
r-w
.a
w,
Wr
a
i.
2<
-
+§:w
womb
I
REScheck Software Version 4.6.4
Compliance Certificate
D
Project Holuka D
Energy Code: 2015 IECC OCT 2 4 2017
Location: Southold, New York
Construction Type: Single-family PFTTT.,`?7M,DEPT.
Project Type: New Construction TOWN OF SOUTHOLD
Conditioned Floor Area: 0 ft2
Glazing Area 15%
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
255 Dogwood Lane Joan Chambers Joan Chambers
East Marion, NY 11939 Press Start Permits Press Start Permits
PO Box 49 PO Box 49
Southld, NY 11971 Southold, NY 11971
(631)294-4241
'Compliance: Passes using LIA trade-off
Compliance: 7.6%Better Than Code Maximum UA: 406 Your UA: 375 Maximum SHGC: 0.40 Your SHGC. 0.29
The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Gross Area Cavity Cont.
Perimeter
Ceiling 1: Flat Ceiling or Scissor Truss 2,511 29.0 0.5 0.035 88
Wall 1: Wood Frame, 16"o.c. 1,746 19.0 1.0 0.056 98
Wall 2: Wood Frame, 16" o.c. 669 19.0 1.0 0.056 16
Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 14 0.290 4
SHGC: 0.31
Window 1 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 14 0.290 4
SHGC: 0.31
Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.290 2
SHGC: 0.31
Window 3 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.290 2
SHGC: 0.31
Window 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.270 4
SHGC: 0.34
Window 6:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.290 1
SHGC: 0.31
Window 6 copy 1.Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.290 1
SHGC: 0.31
Window 6 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.290 1
SHGC: 0.31
Window 6 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.290 1
SHGC: 0.31
Project Title: Holuka Report date: 10/02/17
Data filename: C:\Users\QDust\Documents\Holuka ResCheck.rck Page 1 of 3
Assembly Gross Area Cavity Cont.
U-Factor UA
Perimeter
Window 6 copy 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.290 1
SHGC: 0.31
Window 6 copy 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.290 1
SHGC: 0.31
Window 6 copy 6:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.290 1
SHGC: 0.31
Window 13:Vinyl/Fiberglass Frame:Double Pane with Low-E 3 0.290 1
SHGC: 0.31
Window 14:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.290 2
SHGC: 0.31
Window 14 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.290 2
SHGC: 0.31
Window 14 copy 2-Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.290 2
SHGC: 0.31
Window 14 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.290 2
SHGC: 0.31
Window 18:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.290 1
SHGC: 0.31
Window 19:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.290 2
SHGC: 0.31
Window 20:Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0.300 3
SHGC: 0.29
Window 21: Vinyl/Fiberglass Frame:Double Pane with Low-E 8 0.290 2
SHGC: 0.31
Window 21 copy 1•Vinyl/Fiberglass Frame:Double Pane with Low-E 8 0.290 2
SHGC: 0.31
Window 23:Vinyl/Fiberglass Frame:Double Pane with Low-E 20 0.270 5
SHGC. 0.34
Window 23 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 20 0.270 5
SHGC: 0.34
Window 25:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.290 2
SHGC: 0.31
Window 25 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.290 2
SHGC: 0.31
Window 25 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.290 2
SHGC: 0.31
Window 25 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.290 2
SHGC: 0.31
Window 29:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.290 1
SHGC: 0.31
Window 30:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.340 4
SHGC: 0.19
Window 30 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.340 4
SHGC: 0.19
Door 1: Solid 20 0.230 5
Door 2:Glass 53 0.300 16
SHGC: 0.26
Door 2 copy 1: Glass 53 0.300 16
SHGC:0.26
Door 4:Glass 25 0.300 8
SHGC: 0.26
Floor 1:All-Wood joistlrruss:Over Unconditioned Space 1,836 29.0 1.0 0.032 59
Project Title: Holuka Report date: 10/02/17
Data filename: C:\Users\QDust\Documents\Holuka ResCheck.rck Page 2 of 3
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.Thep ed building has been designed to meet the 2015 IECC requirements in
REScheck Version 4.6.4 and to comply with the mandato req ' ements listed in the REScheck Inspection Checklist.
�J A Mks KT,
Name-Title Sign Date
()F NEW Y
5 •oER�r�P,�
' x
IU
r �� z
FE S, �P
Project Title: Holuka Report date: 10/02/17
Data filename: CAUsers\QDust\Documents\Holuka ResCheck.rck Page 3 of 3
01- HOLUKA RESIDENCE
255 DOGWOOD LANE
1 ;it
i K
EAST MARION N .Y.
j!
I it ;:I!;
it I
EXISTING: SINGLE FAMILY RESIDENCE
it:
i w. ,
T ZONE R-40 .36 ACRES
I: if 1
PROPOSED:
:1 :i p,
ADD 45 SQ.FT. 1 STORY ADDITION @ FRONT DOOR
FOR NEW ENTRY.
ADD 166 SQ.FT. 1ST FLOOR DECK W/ ARBOR
it
@ EXIST. DINING RM.
REMOVE EXIST. 154 SQ.FT. WOOD DECK & STEPS
:i it i it..
" it
@ REAR.
REMOVE 106 SQ.FT. SLAB ON GRADE & SCREENED
0
& ROOFEDPORCH @ REAR.
it i Li
ADD 65 SQ.FT. ADDITION @ REAR BETWEEN HOUSE
it
7
JJ & GARAGE.
.. ........
....... ........... RENOVATE 550 SQ.FT. AT 2ND FLOOR INCLUDING
------------ - ------
.......... 4:
-------------
----------
----------
7.
7_�
. .......... ..........
---------- NEW DORMERS @ FRONT AND BACK.
---------------- ----------------------- -------------- ---------------------
-------------
7 ------------------- - --- ---- ------------------ --- ..... ----- ---- -- -
............
70- ............
-------- . :7 -.77-7- 7-7 .......... N EW R 00 F F RAM I N G & S H I N G L E S
7, 77� ... ..... ---- - 7.77, -.777
------ ------------ ---------
------------- ... ..... ............
................... ------- ------------------------------ ------
---------------
----------: _,:_ - �. NEW SIDING
--_--------- -------
-----------
------------- ....................
--------------- ------------- -------
_--------------
REPLACE EXIST. WINDOWS AS NOTED ON PLANS
...... 6 6 C E IL. HEIGHT
......... ...........
7 1`�_ 7
it
------------- . I I :
�Hj k KY>�H T ------ --------0........
ISKYXC
------------
7_1____\sT_ _�T
---------------
........... -----------*
EE
7o4,.o,,,t7:,.�--,,-_--:�"�""-.7
---------- i it it NAILING/FASTENER SCHEDULE
............. I tj
------------ -------------- -------------------------
---------- .............. ---------- --------
------ -------_ ............
...................
-----------------------------
BEDROOM #3 t
70. 1_00 7_0 ------ ------------7=
7_�
d i PROVIDE MSTA30 OR EQUAL
------- ----
AL A VER RIDGE
--------- TO ROOF RAFTERS @ 16" OC
-7�
TYP. NOT APPLICABLE IF
_000___�:_. _7 oo o
COLLAR TIES ARE PRESENT.
...........
8 7 FLAT C E I L.
o_:. ------- JSKYXrH� S K YXG H -------- ------
8 D COMMON @ 6- 0 C @ 4'-0" PERIMETER ZONE
7 77= ------- ......
...... ...........
8 D COMMON @ 12- OC @ PANEL FIELD
>
8D COMMON @ GABLE ENDWALL RAKE
oo_.;o;
REFIR TO TABLE 3,11 WFCM S BC
L_ 66"CE I L HEIGHT
if
..........7_0_00 1� _7.
.............
............
---------- ........ ........ ...
------------------------ 0.0-.0--o------- ------- 7ji . 0.010.-0--
--- --------- ......
------- ---- -------
------------ ------ --------- ----------- -----------------
-----------------
t
_7 ........... -------
0 F p. p ............ PROVIDE 8 IOD COMMON NAI
I. �.�: -:__- :------------
...........--
It EACH END OF COLLAR TIES T)q�.
............................... ......................
7., -_1 ----------- ----------------- -.......... __-------------------- ..........
t I 1 2 P YWD.SHEATHING
PROVIDE SIMPSON H 2 / H10 OR
L
7 o 7 o o 77 ....................
p p p ........ E TIES 6 D OMMON @ 3"0 C EDGE
IVALENT HURRICAN
6 D COMMON @ 6" 0 C PIELD
C
SEP 2 5 2017 Eau
........... ------------ ........ --------- .............. - ----- ..............
n t TO SECURE ROOF RAFTER TU
------_-----------------------------
------------- ------- -----
.......... .. ................ . ._-_ ,..o- __:_I f_� f I -. ,.0 :
70 7 ----------- 777,77- 7 �77_
if PLATE AND WALL FRAME,
------- --- ---------- ----------------- 4
.............. .........
T..... ...........
---------------
------------- -----------
BUMDING D ETT- PROVIDE SIMPSON LPT4 OR
I it
t EQUIVALENT TO TIE RIM BOAR
D
SoUrnoLD
TO DOUBLE PLATE TYP.
TOWNOF
t it
PROVIDE SIMPSON H 6 OR
t EQUIVILANT TO Ti
EXISTING SECOND FLOOR PLAN !E WALL STUDS
it
OF BOTH FLOORS TO P��
it BAND JOIST @ 16 OC
1/4 1 0 5.1.17 1 1
PROVIDE SIMPSON H6 OR
if
EQUIVALENT TO TIE WALL STUDS
TO PLATE & BAND JOIST Co) i6"
PROVIDE SIMPSON LPT4 OR
1 t !E X ISTIN ROO F B E LO
1 L N TIE RIM BOA
TO SILL PLATE
1 1 PLYWID. FLOOR SHEATHING
8D COMMON @ 6"OC EDGE
8D COMMON @ 12" OC FIELD
PROVIDE APPROPRIATE METAL
it I it
P A`TE WASHER, NUT&EANCH
To
if I it BOUT TO TIE SILL PLATE To
MAS NRY FOUNDATION TYP
6'-0 OC FOR I STORY, 3`0" FOR
2 STORIES. 12" FROM CORNERS &
B
OPENINGS AND
GILTS TO BE MIN.
i; it
12" DEEP.
cwi 35 111 vv I j t) CW 1 3 5 UVV 1 J b
o ------ ------------------------------------- 2 4-7/8 x 2 4-7/8 x
2-4-7/8 x 2-4-7/8 x L
---------- ---------------- ----------------------------------- ------------ ------------------- 3 5-3 8 R 0 3 5-3/8 R 0 ------------ ------- -------- 3-5-3/8" R 0 3'5-3/8" R 0 --------------------------------- ......
Fo -.0. .00.�po _00 oo
0 PL. H E IGHT 1 3/4"x 11 7 8 LVL HEADER
7
4----� 0
EGRESS EGRESS
........... ...........
............... ----------- ------------=__L. 2 LLi --------------- --——--------- ......... -----—
----------
-—---------
.... ........
7-6-
................ -------------- ----------- ----------------------
_,"p-, F-11.11'..% po m_� o.o: --------__ ET 0 ........... ...........
BATHRM. CLOS
60
=�-------------- ....... ------
------------ ---------------------------------------
7,
.................... .........
----------- ------- ........................
----------------- ----------------------- ------- .........
x 1 ! ; --___-
LINE OF 8 0 CEIL. HEIGHT (FLAT) -----------------...... -------------------- -------------------_-----------
------------- -------------- ------------------- ----------- ---------- S H E R t
C)
U-)
U I
BEDROOM # 3 ..........-----------F____ J ------------
----------------- --—---—-----------
.............. . - - -� :.,- ,_� 0.:o.o _0-0 0 t/o �:�
--------------------------_---_-----_
it
7-
-_-_=--------- ---- �3 2 1"--- *
2 -------------
------------
---------- _ -------- -------
r < C-) ------
..............
< 77- ......
----------- . . ..........
...........
p -------- R-20 M I N. INSUL @ WALLS
n -7. LU
------------------------------ -------------------- ----------------- ----------------- 0 J) 6 0 CEIL. HEIGHT
---------- --------- ---------
..............
.. ........ 0
------ --------- ---------------- -7---------------------
co I- 1 11-1----------- -----------------------------
UNHEATED ATTIC STORAGE
...... NOTE: ------- ------------—-
---------- --__-------_---------------_------_-- -------
--------- .... 3/4" PLYWD. FLOOR EXIST. STAIRS TO BE REFINISHED 0
...........
LU
----------------------------- ---------------- ---------- ---------- <
W/ NEW RAILINGS, STAINED I E E
ILL
TOE-KICKS ON RISERS & OAK TREADS
----------
1711- 1
c) 0
a.................. .......... ............. --------
----------- ------- 4i
0 0 -------------- ---------------------------------------------
---------- --------------- --------------- 51 1 51'i, ----------------------m-::-__:_:__
---------_---------- -------------------- ---
2 2 1 3 4 X 11 7 8 LVIL RIDGE
0
rr 2 .......------------------------
LIJ
------------- --------------- 7P
Lu 0 �T_
ILL 77-1 .... ....
<
70 0
LLI @9
NEW
----- ----------
GARAGE ROOF BELOW Q� "
:�� _1
---------- o
-------------
-------------
0
LIJ
-----------
----------------- 7 7 7 7 7 7 7.-.-7777,77," 7 7 . ......-07.,
................ ........... w
ci 'Zi
_-___--------------
----------------
---------- -------- C)
...........
0 z
---7------------------1 :7 -7. ----------70 ----------- ------ ADD NEW 5/4X4 OAK FLOORING F L W
.......... F- EXIST. R 0
LIJ
0 z SAND, STAIN & POLY AS PER OWNER
.............. .......... .-: :I
::0- _7 7�.=7.0,�..
0 1-0 .. �: , 0
-------------- -------------_-_------------ 0
---------- ------------------------------------- ............................. ----------------------
0 U)
0 F NEPP
0
7 7'__*,_70............---- -------------------
6 0 CEIL. HEIGHT
----—------�
............. ....... .. 0____- -= =____ -I...........
--------- --------------------- --- ......... ----------_-- ---------- FF . . . . . . . . . .
............ 0
Z -------------------------
0 0
_=_ ---------------
---------------*_*__*_'_* ------....... ---- z
........ z cf) 7
x
.......... ............... ........... 0
---- -------------- �__= __ - .0--------------------- ------ ----------------
------------
LU ------------------------ cr_
----- ---_-_------ C)
77-
n
I :I i i # Lli
_------_--------- —----- -------- -------
----------
< ----------
U
LU
...........
............ a
AW 251 TYP. 0. 0
0
..........
_J
10 7
2 4-7/8 x 7 0 PL. HEIGHT
o 7_ ----------
.............. 2 4-7 8 R 0 2-1-3 4 x 11-7 8 LVL HEADER 3 0 KNEEWALL
-------—-----
7.. ------------------------
------------==_=�=---------- ---- ------------- --------------------=__�-----------
----------- -I_11-----------
-------------- -----------
.�..��� :..............
tj U
.......... --------------------- --- ..........
Ll :oj�i o TYP U-
2 ------------_------
_--------------- - - - - - ,- __- :_
__---- -------- ------------ . .........- -------------------------- --------------------- ..............
PON BKT 7 X I 1_3
.7, ................. -__. ..1-1.__ — —,0_1�_0�. -- - - I I
I WtHDeW S-TAI ReASE— .........
....... .............. 0 R EPUAL)
........... : I I -���.�-------1 ---------- -----_------- --------- ....... ............. ----------------- ...........
--------- ....... -- -------------- -------------------------------------- TYP.
SOF 111 BRACKET - --------- __1__-____-0-------------------- ------------
--------------- ----------....... .... ---------------
------------- -----------1-111.--01010.1--------------------- ........... -------- ............
---------------- ------------- ----------------------........ ----- ---------- -_-_---------- -------------- --------------------- ............ ------
............ I I-- _ _. A- 10 1 FOUNDATION PLAN, NOTES
........................----- --------................ ................... ... .... ............. :4:
---------- -- ---------------------- --------- ---------------
�------------ ---------
A- 102 FIRST FLOOR PLAN
........- --------- ----------- -_--_--------
7. ----_-----
.................. ............................ .. ..................
-------------------- ---------- == I..--------------
_7.-777-,7"---- ---------- =77 7 7. -------------- ----------------
...........
A- 103 SECOND FLOOR PLAN
------- LINE 0 F LIV. RIVI. WALL BELOW
--------- .... ---------- ...........
.............
(Z> .... ...... ------------------------------ --------------------- ----------
---------- -------------------
1 it
-----------------_----------
A- 105 SECTIONS
I if i
I NEW ROOOF O�ER ENTRY
PROPOSED SECOND FLOOR PLAN
1 i it
if SECOND FLOOR PLAN
1/4 1 0 5.1.17 t
REV. 8.23.17
J
!i
SCALE AS NOTED JULY 17 2017
if 1
r
o ress
4,
1 0 3
I L I L
TART 3 0 F 5
I it I
it
I I If i
it
permits draffin e edifina
PO BOX49
SOUTHOLD NY 11971
HOLUKA RESIDENCE
- - -
255 DOGWOOD LANE
EAST MARION N .Y.
I I ! !
I i I EXISTING: SINGLE FAMILY RESIDENCE
Iil APPR VED AS NOTED SCTM# 1000-37- 1 -9
4" JNCRETE SLAB ON GRADE
I I I
TO BE REMOVED GATE: B,P,,� ZONE R-40 .3 6 ACRES
I I
I I i
I FEE: U OV. PROPOSED:
! I I NOTIFY BUILDING DEPARTMENT AT ADD 45 SQ.FT. 1 STORY ADDITION @ FRONT DOOR
EXISTING ONE STORY LIVING SPACE
EXISTING CRAWLSPACE& FRAMING UNDER I 765-1802 8 AM TO. 4 PM FOR THE(
NO CHANGES
FOLLOWING•1NSPECTlONS; FORNEW ENTRY.
1. FOUNDATION-- TWO REQUIRED REMOVE EXIST. MASONRY STOOP & ADD NEW 36
FOR POURED-CONCRETE ' SQ.FT. WOODEN STOOP W/ ROOF AT FRONT.
2. ROUGH = FRAMING & PLUMBING
I I 3. INSULATION ADD 166 SQ.FT. 1ST FLOOR DECK W/ ARBOR
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C,O. @ EXIST. DINING RM.
i I I
ALL CONSTRUCTION SHALL MEET THE REMOVE EXIST. 154 SQ.FT. WOOD DECK & STEPS
REQUIREMENTS OF THE CODES OF NEW
I YORK STATE. NOT RESPONSIBLE FSR @REAR.
I I
DESIGNOR CONSTRUCTION ERRORS:
EXIST 4AS0 RV REMOVE. 106 SQ.FT. SLAB ON GRADE & SCREENED
( I I EXISTING DECK TO BE REMOVED
ROOFED PORCH @ REAR.
I
STOOfEMO' D
I REMADD 65 SQ.FT. ADDITION @ REAR BETWEEN HOUSE( I
iI - - - - - - - _-� L _ _ _ COMPLY WITH ALL CODES OF & GARAGE.
I .
_... ...... ....... __.__ _ - - - _ _ - - - NEW YORK STATE & TOWN CODES
_ _ _ - - _ ___ __ _--- ---- ----- ----_ _ - - i I _ - - - - _ _ _ - - - - - - _ - - _ - IRENOVATE 550 SQ.FT. AT 2ND FLOOR INCLUDING
( � --- --- --- - � ,_ - - - - - - - - - - - - - - AS REQUIRED AND CONDITIONS OF
NEW DORMERS @ FRONT AND BACK.
! I i �- - - -1 .�_ NEW ROOF FRAMING & SHINGLES
- - - - - - - - - SES NEW SIDING
! I , EXISTING CELLAR ! I I - - - - - - - - - I
!- - - - - - - - - - - - - - REPLACE EXIST. WINDOWS AS NOTED ON PLANS� I I
I I I I !
OCCUPANCY OR GENERAL NOTES
1. All work shall conform to the requirements of the Residental Code of New York
EXISTING REINF.SLAB ON GRADE @ EXIST. GARAGE ( EX(ISTPIG CRAWLSPACE &FRAMING UNDER EXISTING CRAWLSPACE &FP, IING UNDER I I EXISTING CRAWLSPACE&FRAMING UNDER I USE IS UNLAWFUL
State, Count and Town Department Regulations, Utility Company requirements and
NO CHANGES EXISTING ONE STORY LIVING SPACE I EXISTING ONE STORY LIVI' ,SPACE I I EXISTING ONE STORY LIVING SPACE I I Y P 9 Y P Y q
NO CHANGES ( NO CHANGES NO CHANGES I 7- best best trade practises.
4" CONCRETE SLAB ON GRADE I WITHOUT CERTIFICA 14•
I i I I I I I TO BE REMOVED I 2. Before commencing work the Contractor shall file all documents required by the
OF OCCUPANCY Building Department, pay all fees required by local agencies and obtain all required
I I I
I I I I I I I I I I ! I permits.
LL I I I I ( I 3. The Contractor shall visit the site and verify all dimensions and the existing
! ( I ! I conditions affecting the work prior to construction. Any discrepancies which would
interfere with the satisfactory completetion of the work described herein shall be
DRAINAGE INSPECTtONR ARE REQUIRED
:I•F -.- >~, ' +80 beton reported to the architect or property owner. Do not start work until such conditions I ( I I ! EXISTING CRAWLSPACE & FRAMING UNDER contact TOS En;;,.... have been examined and a course of action mutual) agreed upon. Failure to notify
EXISTING ONE STORY LIVING SPACE I Backfill,�3'I ":' (, ..lficatlon Y 9 P Y
I ! NO CHANGES I I I that the drainage nab ueeft installed to Code, the owner or architect of unsatisfactory conditions will be construed as an acceptance
! I I I ( ( I of the conditions to properly perform the required work.
!II I I 4. All work is to conform to the drawings and specifications of the architect and- _ - - -- - - - -- -- - - -- - -I - -- - -- -- - - - J L- - --- - -- -- - I ,
____. _.___ _..�_ ___.. ___-- __ _._ , — _ — _ _ — _ _ — J engineer consultants.
i ( I I 5. The Contractor is to maintain a complete and up to date set of plans on the
- -- -- - - - -- - - - - - - - - - - - — -- t r- -- -- - - - - - - - - - - - - I ELECTRICAL job site at alll times
L — — — — — — — — — -- — — — — -- — _ — — _ — -- _— — — J ( 6. The drawings are not to be scaled under any circumstances.
, ! I I I pIVSPECT'IC)3�i REQl.1I�3EI�
7. it shall be the Contractor's responsibility to ascertain all prevailing procedures
I , including storage and toilet facilties,protection of existing work to remain,access to
�- - - - - - - - - - - - - - - - - - - -MUSS PLACARDING REQUIRED work area, hours of permitted work,availability of water and electric power and all
EXISTING FOUNDATION PLANI other conditions and restrictions for this
I ( I I I I particular location in order to execute the
/� work in a careful and orderly manner with the least possible disturbance to the public.
3 / 16 " — 1 —O„ / 1 `T/ 1 I ( I I I I 8. The Contractor shall make the neccesary arrangements to utilities and services
I I temporarily disconnected while performing the work as required.
9. The Contractor shall provide all dimensions and cut-outs for other trades.
10. The Contractor shall provide proper shoring and bracing for all remaining structure
prior to removal of existing structure.
EXIST. MASO IRY I I EXISTING DECK TO j E RE '?VED ( 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed
GRADE IN THIS AREA I I
I, I , STOOP TO B�
(SEE ELEVATION) I REMOVEDI persons Who shall arrange for and obtain all required inspections. The General
I , I I I __- Contractor shall be responsible for scheduling all other inspections as required.
I I I "'---- - -- --. I 12. The Contractor is solely responsible for construction safety and shall hold the
-- —---- ---- -- — — — —
— — — — — — — — — — — — — — — — — —
I owner and architect harmless from litigation arising out of the Contractor's failure to
! I provide construction safety means and methods.
— — — — — — — — — — — — — — P Y
I �
KADD NEW 8" CONC. BL. WALL ON ' I- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - ( pyo
6" X 8" POUR. CONC. FTG. TO I -- — — — — — — — —— — — — — — — r
3'-0" MIN. BELOW GRADE`I ( - - - - - - - - - - - -- - - - - - andductworkCONSTRUCTION NOTES
I I I I I EXCAVATE FOR NEW CRAWLSPACE( I I I I 1. All footings Shall fest on undisturbed soil at a minimum of 36" below fin. grade.
ogtirequired.
ADD 2" SLAB @ GRADE I 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted.
3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.
! I I ( EXISTING CELLAR I I I I copper termite sheild.
IV 2 8 @ 16" OC FL. JOISTS
! 1FN F O ALIGN W/ EXIST. ( I I I I st provide Manual 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
I I I I I I J d S as per with the New York State Building Code and manufacturers specifications.
D
I I anp 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed
1 L_. ___ _._. ...... ...... ..... ... I I NYS Energy Code upon b a n engineer and certificates shall be issued statin same.
I 6. Unless otherwise noted all framing and structural wood components shall be
#2 or better Douglas Fir.
I I 7. All framing techniques and methods shall be as prescriptive design based on
AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)
e oration or as specified in R301.2.1.1
Fire s p 8. All building envelope components shall comply with Chapter 6 of the Energy
EXISTING REINF. SLAB ON GRADE @ EXIST. GARAGE ( I ( ( I I I I e�•
EXISTING CRAWLSPACE & FRAMING UNDER EXISTING CRAWLSPACE & FRAMING UNDER EXISTING CRAWLSPACE & FRAMING UNDERaS Conservation Code of the State of New York.
NO CHANGES ( ( EXISTING ONE STORY LIVING SPACE I I EXISTING ONE STORY LIVING SPACE I I EXISTING ONE STORY LIVING SPACE ! I required�+ CodeP g Firebocking shll be provided in all wood framed construction in accordance
1V
NO CHANGES I I NO CHANGES I I NO CHANGES I i Ywith NYS Code R 602.8 t0 form an effective fire barrier between Stories and
! I I I I I (
PLILIMdER CERTIFICATION between the top story and roof space.
ONIL E b CONTENT BEFORE
10. Protective panels shall be provided for glazed openings in accordance with
NYS code R301.2.1.2 if they are required.
! I I I I I I CER IF GATE OF OCCUPANCY
11. All portions of the new structure are designed to comply with local geographic
I I I LLI I SIL D R USED IN WATER and climatic criteria as stated in the following table.
J I SCS Y SYSTEM CANNOT
4 qD 2/10 OF 1% LEAD. GEOGRAPHIC & CLIMATE DESIGN CRITERIA
GROUND SNOW LOAD 45 ps 1
WIND SPEED 130 MPH
PLUMBING SEISMIC DESIGN CATATGORY B
4X4 SOLID POST (DORNER BEAM SUPPORT) I I ILL PLL,''.;t'BI }'11r1STE WEATHERING SEVERE
! I TO BEAR FULLY ON MASONRY WALL. I _ I I c FROST LINE DEPTH 36"
I , &WATBR LIReC., VOR TERMITE THREAT MODERATE TO HEAVY
�- ~ _._-�'..,,.,�I T �TI�:G BEFOR CGJtRl1vG
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _— — — _ _ — I DECAY SLIGHT TO MODERATE
L WINTER DESIGN TEMPERATURE 11
- -- - -- - - - - - - - -- -- - -1 l
FLOOD HAZARD AS NOTED
I- - - - - - - - - - - - - - - - - - - - -- - - - - -
-- A- 101 FOUNDATION PLAN, NOTES
I
o --� I � � I ', A- 102 FIRST FLOOR PLAN
I ° Z� I '..• I I 1
ADD NEW 8" CONC. BL. WALL ON I I ° Q>- I I d I m I A- 103 SECOND FLOOR PLAN
16" X 8" POUR. CONC. FTG. TO I I I I I ; (c) A- 104 ELEVATIONS
3'-0" MIN. BELOW GRADE
I �- - - - - - J I I I A- 105 SECTIONS
Y U w ~
PROPOSED FOUNDATION PLAN L - - - -� - - - ► 2-2X12 ACO GIRDER STRAPPED TO U z FNEw FOUNDATION PLAN
o I 4X4 ACO POSTS ANCHORED TO U
10" DIA. SONOTUBE FTGS. TO ao p I P���' DE`R�ppp'f
�� �� Q I 18" DIA. X 8" POURED CONC. FTGS. X I * SCALE AS NOTED JULY 17 2017
1 / 4 — 1 — 0 7 / 14 / 17 5 8-3 " o M `�, I , " o I u � . � � U ,
J
LINE OF NEW STOOP ABOVE I t � �� resp "IV
REV. 8.29.17 - - - - - - - - - / / / / 2 �sr_� y : i'" /
L 2-2X12 ACO GIRDER STRAPPED TO 101 LF 7Z
4X4 ACO POSTS ANCHORED TO INE OF NEW DECK ABOVE O
.� 10" DIA. SONOTUBE FTGS. TO
18"DIA. X 8" POURED,GONG. FTGS. \ 1 1 START
O 5
X94permits I drafting expediting
PO BOX 49
JOAN CHAMBERS SOUTHOLD NY 11971
631-294-4241
HOLUKA RESIDENCE
255 DOGWOOD LANE
EAST MARION N .Y.
MASONRY PATIO W/
SCREENED WALLS$ ROOF EXISTING: SINGLE FAMILY RESIDENCE
BEDROOM #2
SCTM# 1000-37- 1 -9
ZONE R-40 .36 ACRES
PROPOSED:
ADD 45 SQ.FT. 1 STORY ADDITION @ FRONT DOOR
FOR NEW ENTRY.
REMOVE EXIST. MASONRY STOOP & ADD NEW 36
w
SQ.FT. WOODEN STOOP W/ ROOF AT FRONT.
��° ADD 166 SQ.FT. 1ST FLOOR DECK W/ ARBOR
@ EXIST. DINING RM.
BATHRM #2 WOOD DECK REMOVE EXIST. 154 SQ.FT. WOOD DECK & STEPS
@ REAR.
DO
FOYER MASONRY ST OP REMOVE 106 SQ.FT. SLAB ON GRADE & SCREENED
U
& ROOFED PORCH @ REAR.
ADD 65 SQ.FT. ADDITION @ REAR BETWEEN HOUSE
IDO & GARAGE.
BATHRM #1 RENOVATE 550 SQ.FT. AT 2ND FLOOR INCLUDING
KITC IEN
��° II NEW DORMERS @ FRONT AND BACK.
—11 NEW ROOF FRAMING & SHINGLES
-- -----!...--- ---- -- — --- ---- --- -- --� NEW SIDING
4'-0-1/2"x2-0-5/8" R.O. 4'-OE1/2"x210 5/,8N R.O.
II
REPLACE EXIST. WINDOWS AS NOTED ON PLANS
WALL CAB. ��
MASONRI U`(� O
FIREPLACE Z O '
z<� z
3
a x
N CEE
wREVISIONS:
z(oe \\� 2 ' ( 8.24. 17
NG
ASTER BEDROOM SCREEINEID PORCH8'29' 17
E FOUR EXISTING wON CONC. SLB
GARAGE BEDROOM #1 o LIVING ROOM w DINING ROOMa WINDOWS O NEWI TO BE REMOVED
coQWNING WINDOWS. l0ARE THE SAME WIDTH o O
REASED DEPTH. 1 � I_EXISTING HEADERSEXISTING R.O. TO NEW WINDOW MODEL. m
z mo x
FOYER a ✓ O Z
Qn�
x ~
BAY WINDOW 3 x I
46_k�
wW zp
EW _. .
BAY WINDOW - a�J 'FL ORI K —j— --
EXISTING FLOOR PLAN
MASONRY STOOP '
11 1 11 ¢•C7 w'�Q
NEW I o z,z
'N.1
_ WALK-IN �'z_"o;o Q Jx r
CLOSET I �' `- uj<T I I
I I � w"
L — — — J ! z EXIST. STOOP I
-,- /
-72 3'-0" . TO BEI REMOVED
ME BATHRM.N r r.... .....f
sr+o ER 3'-6" I, f I 1 2 I EXISTING DECK TO BE REMOVED
x o W D REMOVE EXIST. DOOR
O 0
3 ....... _.. ....... . ... ....... .... 1 - ...__.. ._..... .- .._ _ - Q wN 1/2"0'-0.- r/12GRO fi
1 NEW AXW31 AW
LLJ
\ ! 3t-0- 1
_. .. _
o 1 NEW G53 SOD. WINDOW
EL LAUNDRY RM.
1-3/4"x11-7/8" LVL HEADER it r / 5'-O"x3'-O" R.O.
i I
... EXIST. HEADER I /
IM
I HE PLATE HEIGHT ON THIS WALL WILL BE RAISED -}" ! ! NEW CW 24 ! I \`/ -\1-3\4"x11-7/8" L i.... ......... ..._. _......... _. ._....NEW WOODEN STOOP..._. ...... ....... ._.... ... ......... ..._..._ .--.�_ ......
TO ALIGN SOFFITS. SEE SECTION #3 4'-9"x4'-0-1/2"-R,.O. RENO \' '\ U 34" REFS -t
EXIST.;" NEW
\ 0" \ D.W. °°
N OAKEXIST. 6-0 x6-8 SLID. L. DR.
BATHRM.;
3, O E O„ -SEE NOTE ...i ' -�- \ \ / @' ` gG
_'__ j.\ MOVE CA NEW
BEDROOM #1 /, :....{.. .._I \/ I
RE N
H ER TILE FLOORING NEW H \ NEW VINYL OR FLOORING J� I PLUMBING RISER DIAGRAM
NOTE:; J - \ ` TILE FL OR NG
NEW 2X4 @ 16" OC AS PER OWNER `
RENOVP)TION OF EXIST. HALLWAY BATHRM. 1 ` yZ_ �I O
O \
,.... ...}..... .....; \J AS PEROWNER ,w:1
STUD WALL. WILL; LIKELY INCLUDE THE REPLACEMENT "®Iq ` o z p ! pLu
ADD 5/8" FIRE-RATED GYP. BD. O•.I---" -- M Wal c7 oo r TTHNUROOF
OF THE OOR JOISTS AND'SUBFLOOR �f N \ / p,=1 I I-TERTIGHT-SH TW
@ THIS WALL & ALL EXIST. DUE'TO TER DAMAGE. 68T""- - ` . ( ' O 3-VENT RU ROOF
WALLS COMMON TO HABITABLE `' o o wA ER GH FIASH TYP
SPACE. \ v. \ X x W z o io O I I
ADD R-15 BATT INSUL. W w 3 F Lo x
NEW VINYL OR U
Q ¢
IRELOCAI"E–DOOR NEW OAK NEW CABS\ z x w
'
FLOORING
TILE FL ORING ° z - \
AS PEROOWNER - °�°
O ADD NEW 5/4X4 OAK FLOORING R Z• i W w o 'o
I �
SANDzt
, STAIN & POLY AS PER OWNER \ W w a o = I NET BATH
n ILLI,! Y U a\ V)
- .. .` .p EXIST. D. _ Lo O w I WATERTIGHTFIASH TYP I
O n i /` a MASONRY n `T' x J'VEN TNRU ROOF
� U U a-
z >
U; Q o I I i 2'-6„- FIREPLACE REMOVE EXIST. DOOR EXIST. DINING ROOM I '
2- 1-3/4"x11 ASE LVL HEADER Lu
EXIST. GYP. BD. @ CEIL. TO BE REMOVED >
SECOND FLOOR
¢ w
� �I, w I~i 2-i-3/4"X11-7/8" LVL RIDGE ABOVE o O NEW CASED OPENING
�— - -- -- p ¢ — — — — - `- — — — — — — — — N LOCATION DETERMINED VERIFY INTEGRITY OF EXIST. R-25 BATT INSUL.
w �' 0 2-1-3/4"X11-7/8" LVL BEAM @CEIL. JOISTS - Q Q ADD NEW 1/2” GYP. BD. I r1 r
m U BY KITCHEN PLAN REMOVE EXIST. TRIM & WALL PANELLING I I r I J
co OI p O ~ w (BY OTHERS)
x U; o U U UPGRADE INSUL TO R-15 HIGH DENSITY I I
W If ° w O INSTALL NEW 1/2" GYP. BD, I I
LE w @ rn O FINISH WALL & CEILING SURFACES W/
c71 Ja EXISTING LIV. RM. I MASTER BATH#1 HA LWAY BATH
x 3 SPACKLE, PRIMER AND PAINT AS PER OWNER (Ex!sr.> (E�!ST KITCHEN
O �, N N EXISTING GARAGE w I I� (EXIST.)
z OPEN -� REMOVE EXISTING GYP. BD. @CEILING. ADD NEW 5/4X4 OAK FLOORING n
¢ O! 0 REMOVE DOOR & ADD NEW FRAMING AS NOTED SAND, STAIN & POLY AS PER OWNER \ w
F- w Q WALL SECTION - ADD NEW 1/2" GYP. BD. @ CEIL. co ¢ , o
PATCH AND PAINT WALLS AS PER OWNER REDUCE EXIST. OPENING TO 60" 00 I I I I N
O e O 0 III
cold- ? o 1 VERIFY THIS DIMENSION W/ OWNER p Tm.,o O .N,„F^ „�„E"
O O W Q III O , , F" J FIRST FLOOR
ADD NEW 5/4X4 OAK FLOORING N D- w p z o (n
co
OFFICE ! Ji f SAND, STAIN & POLY AS PER OWNER O I 3 Z x x w
in
z U) I I EXIST. HEADER MAY NEED TO BE REPLACED _ Q
i N 4X4 SOLID POST UNDER DORMER BEAM x w x o
ADD NE 5/4X4 O FLOORING w
SAND, S IN & P Y AS PER OWNER w TO BEAR ON SOLID MASONRY WALL BELOW III DUE TO PRIOR WATER DAMAGE. w o N o = I
2- 1-3/4"x14" LVL BEAM UNDER rn VERIFY AND ADD 2 - 1-3/4" X 11-1/2" LVL U a o �*
J N O X
fF+ — DORMER WALL ABOVE — — — — — — — — — — —w — — — — 4X4 SOLID POST UNDER DORMER BEAM w a w
— — — — TO BEAR ON SOLID MASONRY WALL BELOW U U a LL
— — — — — — — — — — — — — — — — — — —p
EXISTING OVERHEAD DOOR NEW CW 24 Q REMOVE EXIST. BAY WINDOW w
NCREASE HEIGHT W/ 4'-9"x4'-0-1/2" R.O. �p ADD NEW FWG 60611L I
ADDITIONAL PANEL (GLASS) 1-3/4"x11-7/8" LVL HEA ER .! 6'-0"x6'-11" RO ALL-INGNORKMCONFORM
,MTpNAIBTANDARDPLUMBING
N REMOVE EXIST. BAY WINDOW & ADD NEW I CO DE,LATEST EDITION,ANDLOCAL
2-2X12 HEADER TYP. REQUIREMENTS
I 2-1-3/4"x11-7/8" LVL HEADER C14/P4040/C14 CENTERED ON LIV. RM. r
TH PLATE HEIGHT ON THIS WALL WILL BE RAISED CW 24 / \L C14 - 2'-0-5/8"x4'-0-1/2" RO co
P4040 - 4'-0-1/2"x4'-0-1/2" RO 2X ACO. G DER BOL ED TO H SE FRA G TO MST SEPTwSYSTEM
TO ALIGN SOFFITS. SEE SECTION #3 LVL',HEA 2- 1-3/4"x11-7/8" LVL HEADER
INCREASE OVERHANG 1
SEE SECTION - --
3 1 /�M o A- 101 FOUNDATION PLAN, NOTES
X6 @ 6" OC CEIL. JOIS S, w
/ 2X8 @ 116" OC RAFTER '...._.... ...._. ......... ........ ....... .......... ........... ....... ._..._. .. ...... .. .... ......._. ._-..._ .._.._.. ......
p - PER LAO R NE DECK A- 10 2 FIRST FLOOR PLAN
` S 2X12 RIDGE ILL i J' O C7o
zo � cn o w A- 103 SECOND FLOOR PLAN
a o o - A- 104 ELEVATIONS
'(
F_ Q_ o
PROPOSED FIRST FLOOR PLAN — ��� A- 105 SECTIONS
~ U '�O N
' NEW 12'X12' PERGOLA USING HB&G POSTS, 3 o w `�
Lu GIRDERS AND JOISTS WITH "SPARTAN" RAFTER O c7 x
p---"---"'---_.----`---------. ---"-"----..._........................."---_.. ._ p�
/ " , — 0 11 7 / 14 / 17
/ CONFILS. WHITE, NOT CUSTOMEFIBERGLASS o o NEW FIRST FLOOR PLAN
__ ------ ---- - Co Q J AN
CONFIRM DETAILS W/ CUSTOMER.
,NEW FRONT. PORCH- 1 N O F W
Q _ w YD
6X6 STRUCTURAL .._.._ ................... ..................... ................................................. DEtp .QSCALE AS NOTED JULY 17, 2017
COLS TYP. _............................. 2-2X1 PAINTED EADER ARBOR (v5 �Os
------ ...---------- _.
� re
ss
S
cJ .
_ �2 .� h : 102
¢ 07 ':z
ARo S� TART
2 OF 5
permits draftingexpediting
PO BOX 49
JOAN CHAMBERS SOUTHOLD NY 11971
631-294-4241
HOLUKA RESIDENCE
!�I: Alk
EAST MARION N .Y.
EXISTING: SINGLE FAMILY RESIDENCE
0:
TM# 1000-37- 1 -9
ZONE R-40 .36 ACRES
q
OPOSED:
ADD 45 SQ.FT. 1 STORY ADDITION @ FRONT DOOR
RY.
1;
if
t
SQ.FT. WOODEN STOOP W/ ROOF AT FRONT.
I : ! :it
DD 166 SQ.FT. 1ST FLOOR DECK W/ ARBOR
J!A
@ EXIST. DINING RM.
REMOVE EXIST. 154 SQ.FT. WOOD DECK & STEPS
If
it
hit
:I !if
REMOVE 106 SQ.FT. SLAB ON GRADE & SCREENED
lit;
if 111;ij & ROOFED PORCH @ REAR.
ADD 65 SQ.FT. ADDITION @ REAR BETWEEN HOUSE
& GARAGE.
.............. ............
............
RENOVATE 550 SQ.FT. AT 2ND FLOOR INCLUDING
................ ............... ........................... ------
... . ..................................... ..... ----------------- -----------------------
..........
t
----------
....... ---------- ---------- .............
........... fNEW DORMERS @ FRONT AND BACK.
---- ------ .................... ---- -------------------
----------------- ------- 111—�l.-.,�1:1.1-�,�-11-�"-..",�l.-,�r------------ -- --........ .......... ........
.. .......
NEW ROOF FRAMING & SHINGLES
....................
-- -----------
-- --- -- -- --------------- ....
------------
.................... ...... ..........
......... .......
NEW SIDING
----. ........ ..............
..........
- --------------- ..... ----
-------------
REPLACE EXIST. WINDOWS AS NOTED ON PLANS
66"CEIL HEIGHT
........ 77 PK_ 7
---------------
................ .................. __---------- .............
- ------------------------ ---------------- ----------
................... ...........
.. ............ kKYXHTI
---------- ISK�XGHTJ
----------- - . ..... .. .
............... --- - ------ -
---------------------------
t------------- ............
........................
........... BEDROOM #3
... ..................
tt_------_---------------
f.............
8 FLAT CEIL.
.. ...................... --------------
ISKYXGH�
I S,yxG, --------
- --------- Z_
66"CEIL. HEIGHT
..........
------------
f-1--------------- --------------------------------
........... -------- .... .........
-------------
f......................
------- ---------------
7'7 7
.......... ---
t.......... ............
--------- ... ----------- ---_-----_---_--
------------........... ---- ----------- .... .. ........... ........................................----------- f--------------------
.. ........ .......... ''I'll"------------ ............. ------- --------- -
........
L----- ----------- ----------- ----------------- - ------- -----------
...... . ..... . .........
tttEXISTING SECOND FLOOR PLAN
If1/4" V-0" 5.1.17
tifEXISTIN ROOF BELOW
fff2
ft'-Vv I CW135 CW135
........... ........... ... ........
---------------- -- ---- 7/8"x 2'-4-7/8"x-*,�";.,:"�-,-"�":'
------ 2'-4-7/8"x--`2'-4-7/8"x��=------------ . . .... ........ -------------
. ..... 3'5-3/8" RO--'-' 3'5-3/8 RO- - - - -- ----------------------- —------------ ---------3'5-3/8" RO-'3'5-3/8" RO---
PL
................. -0" PL. HEI LVL HEADER
.. .......
....... ................. .................. ........... EGRESS EGRESS
............
------------- _------------- ...................... . ......
-------------
------------- ----------
.........
BATHRM. Lu
CLOSET 0
.......... ......-
------------------------ ---------
- . *-* _..: 77 ........ ------
10
..........
----------
............ ...............
— — — — — ...................
--------------- --------- ---------------- ------------ ----------- —----- x ----------
-—---------- --------------------------------=--
............. .............
-- ---------- .. .......... H ER LINE OF 8'-0" CEIL. HEIGHT (FL T)
------------- .......
........... .......... .........
cf) Lr)
.......................
LIJ --------------- ---------
BEDROOM # 3 -------------
.......... . --------- ............................................ ............. c .... ..
-------------- ......................�3' 21
2
........... ...........................
------------
---------- ...................
R-20 MIN. INSILL @ WALLS Ljj
0 (n 6' 0" CEIL. HEIGHT ----
-------------------
tf............ ...... f0
- ----------
..........
UNHEATED ATTIC STORAGE NOTE: ce) LLI ............
u) MNEY
............
3/4" PILYWD. @ FLOOR (r EXIST. STAIRS TO BE REFINISHED
Lu
W/ NEW RAILINGS, STAINED ------------- ------------ --------------------------
..... ....OAK TREADS
ifTOE-KICKS ON RISERS &
----- ---- - -_......... .....................
0 ----------- .. ....... ........... -----------
LL t0 �x
------------- ------------------------------
........................ --- -------- f0 ..........
1 2 2 8" LVL RIDGE ;,- — — — — — — — — — rr — — — — Jill
.............
f----- -- - ---------------
LL 7=.................
0 < m LLj
NEW GARAGE ROOF BELOW - ---- --------- .....
---- - ----- Lu 0 ----------------
---------------------- 0
uj
C)
ADD NEW 5/4X4 OAK FLOORING I
Lu EXIST. ROOF BELOW
0 Lu
0 SAND, STAIN & POLY AS PER OWNER
I.... ..................
................*
0 u)............ 0 f6' CEIL. HEIGHT
co
0
... ........
0
z ....... .......... ...........
. .......... f.......... . ...........
---------------
............ 0
Lu
Lu
C)...........
................................................... ............ ............
------------
-----------,-_-- ----------
= "T-------- ..........
................
AW 251 TYP. 10
:_:...... .....................
2'-4-7/8% _j
......... 7'-0" PL. HEIGHT
2'-4-7/8" RO 2-1-3/4"x`11-7/8" LVIL HEADER 3'-0" KNEEWALL
---------- ---------------- --------------------
-----_------------_
............ .. ...........
102"TY ---------------------------------- ---- ----------- -------
------------- ----------- ------------ ----------
-_ --- ------------------- ............ ........... ------------- ------------
=____=__:FYPONI, BKT7X11X3 .. .... ---- ------------------------- ........ ........
iReASE- —— — — — — — — — — — ......................
eF-WtH DeW-&-ST-A
...........(OR�EPUAIL), .......... --------- ........................ .............
SOFl`IT BRACKET TYP.- --------------------------- -------- -----------.......... . ......... ........... ---------- ....................
.............
.......... ---------------
------------------ -------- -------------- ----------- -----------
------------------------ -------------------------------------------- -------------------------- ------------- A- 102 FIRST FLOOR PLAN
--- ----------------- ------- ...........------ ------ ----------------- ---------------- ._-:_.7----------
------------- ....................
........... . ...... . ..... ..........
------- - ----------
I : 7 : i - ---------_-
. ........... : - 1 ! I 1 11 . ..........
. .......
..............
...........
.,,..-LINE OF LIV. RM. WALL BELOW=- ---------- - ----------- -----
- ------------.. .............. .......... --------- ------------ --------------- ...................
------------------------
f ---- ------- ------- .......=�
ItA- 105 SECTIONS
IIIfNEW R OF O\ER ENTRY
IPROPOSED SECOND FLOOR PLAN
SECOND FLOOR PLAN
-0" 5.1.17 1/4" 1' 0 NEW
REV. 8.23.17 E�R SCALE AS NOTED JULY 17, 2017
lit
Lu
oress
103
1'1 0 -y ES R 3 0 F 5
permits drafting I expeditingi 1
ffffPOBOX49
SOUTHOLD NY 11971
:.... .................. .. _._____....__ ...__........ _._._...
II I
-_---_-------_-- ..................... ...........
... ....... ........ . .. .... ......
_ I
EXISTING
HOLUKA RESIDENCE
275 DOGWOOD RD.
4.13.17
......
.............. ...................... .._.._.... ._............ .... .
-
................. 4/12 SLOPE DORMER ROOFS TO HAVE
_._.__.. ._... - ...._._. _...................... _. .__ _.....---....---__----------------------._....__ - ._ ._.... =......
BASE LAYER OF CONTINUOUS ICE & WATER
BARRIER MEM1BR/tN"!t-.UNDER_SHI,NGLES".cc:.:,:.c_::.c___.:c:::c_.::.:.:.::c:c:_c:. _._......._._...- ----.
-.-- _...... ... --- _. _ ................. ___-_- --- -- - _
...... ... ....--- ---- - ._......_...... _.._.. --- .....-_.......... _ ..............__..........- ._.. __---...-------.._
::.NEW FRAMING @ ATTIC:.:. (]L OF-€XIST.STAIRS. ....:........_........_.._............. ................._ ....................._ .. „aa::NEW FRAMING @ 2ND FLOOR z
.................
SOLID WHITE VERSATEX (OR EQUAL)
_ CASING AT WINDOWS.. ...........
........ .......................... ......................
_.._ ..... .. __ .......... ... .. ............. _..._..._.......... . -FYPON BKT7X11X3 SOFFIT BRACKETS
-.............................. ... ........ . ----------_-... . . _..... - _--
........... . . T P. 5/4" SILL/SPLASH-GUARD
_ _ __.._........ _ -.. WALL FLASHING BEHIND .................._.... __...._.......... -
- ..... . .. _.__... - . ....... .... ........... _. .........----- __._... .. ........_...... -„.TYp
._....... NEW FRAMING GARAGE ROOF 1O _.......-. _._.......---_--_.__....__....___---_-.._ _ _...._.---_________ -___-___._.__.__....._......__.___...
__........_._..._. _.._. ................ ._. ....................... ....._.............._..........._..............._. ...............EXISTING ROOF OVER .. _ ..._._...._...-........_.
_...._...._ ----.._._. _..................._.._..._..__ _....... - _. .. . ...._.. . _...-..._
----._ ..._-__... ......................................__........__...--- ------------....... ....__------.............__...------------...._ ..-------..._------- ........__..._..---------DIN
................ ..._........._...._... _ _ __.__.___- __....._._._ _ . _.._ _. I M RE-SHINGLED
_ ....... ......_... - - -........ __........-------------.._...._............ - ______ _------------- -------------- -- -- --
"”""""""""""" OVERHANG @GARAGE INCREASED - SEE SECTION # 3 """"""' -"" """OVERHANG INCREASED - SEE SECTION #2-" - NEW COVERED ENTRY """""""
_....................__......._..__.....__. ................. . . _. .. - -- -" ._._._...
_ 2X10 AINTED BOR JOI S
END DETAIL TO BE APPROVED BY OWNER
N \ IN NEW IN
EXISTING OVERRH AD GARAGEDOOR
�W 24 \ 14 P4040 C 1 ADD NEW G 60611L
ALTERED: ADD Of' NEW GLAZED PANEL EEI
\ / NEW 3'-0" \
ElElEILEI -16'-8" DOO
b�/ LITES
El
[11:11:11:11:1
\ ALL WINDOW TRIM STRUCTUR OLS.
\ TO BE WHITE VERSATEX
OR EQUAL.
USE WHITE FASTENERS
& DO NOT PRIME OR PAINT
1:11:11:1
NEW STONE VENEER OVER EXIST. FOUNDATION WALL - NEW PORCH
[111 ❑ TO ALIGN FR TOP E NEW FRONT PORCH
ONLY ON FRONT ELEVATION OF HOUSE
PROPOSED EAST (FRONT) ELEVATION
1/4" = V-0" 5.1.17
REVISED 7.20.17
STRAPPING
TO CODE 4/12 SLOPE DORMER ROOFS TO HAVE
BASE LAYER OF CONTINUOUS ICE & WATER
BARRIER MEMBRANE UNDER SHINGLES
SCREENED VENT
A �1
—ADD CC IT. WHITE ALUM. GUTTERS ADD CONT. WHITE ALUM. GUTTERS
STRAPPING TO WH E ALUM. LEADERS TO WHITE ALUM. LEADERS
TO CODE PROVID SCREENED SOFFIT VENTS NEW ATTIC ROO ROOF BEYOND PROVIDE SCREENED SOFFIT VENTS TYP.
NEW SHED DORMER BEYOND
FYPON BKT- 11X3 W SHED M Y N
SOFFIT BRA( CET
(OR EQUAL
NEW ATTIC ROOF/MAIN ROOF BEYOND 2-1-3/4"x11-7/8" RIDGE
2X8 @ 16"OC RAFTERS
2X4 @ 16" OC RAFTER TIES
NEW ASPHALT/FIBERGLASS SHINGLES
ROOFING FELT -- _-_------ - _.....
C[
_ ..._....................._.. ...._.... - -- -- --_..........._....._.._........ _.. .... _.._.. --._ ....------_.......--_...._._....._.__......................-. ---------- -
ICE MEMBRANE ROOF PERIMETER """' _ .______._..__...... .................... . ........... .. .. _..._....Npp,
EW ENTRY PORCH BEYOND _.- ..__._.:::::: _._.BER ..__.. = NEW ENTRY PORCH BEYOND..:.:.:___._-.----
1/2 CDX PLYWD SHEATHING E ------- - ._......._... ----............ .... :_�.::::::_::_':_:__ ...... ......._......:-:_........_....__. ,�-----_ ------ C ---------
NEW ASPHALT/ FIBERGLASS SHINGLES "
2 X 8 @ 16" OC RAFTERS OVER GARAGE
_..__..... . ------- ._ ._,_. _.__u„__..,.:�.�-..... .........��..�,�.�----� --- - -- _.._.. _-----------�----�-----.......
3/4 PLYWD. LOFT STORAGE O E G —
:.: NEW ROOFING FELT.:,.--:::.:...,...
_.__...............___-_- -----.__....__ ...............,,....SHEATHING REPAIR AS NEEDED _.._....._._..-__-. .__.........._..._...... _-_-----_--...-----....._....__.._.__...
CEILING JOISTS
2X8 @ 16 OC CE G J ._M EXISTING GARAGE W/ NEW ROOF FRAMING
2-1-3/4"x11-7/8" CEIL. BEAM ADD 2X4 @ 16" OC KNEE WALL
HEIGHT OF EXISTING REAR WALL OF TO RAISE RAFTER HEIGHT TO
GARAGE TO BE INCREASED TO BRING ALIGN GARAGE SOFFIT WITH \ NEW A-� ALL WINDOW TRIM H O L U KA RESIDENCE
NEW SOFFIT INTO ALIGNMENT WITH MAIN HOUSE SOFFIT N�W A-41 \ � \ TO BE WHITE VERSATEX NEW Cl',,
EXISTING SOFFIT ON MASTER BEDROOM. TOP OIF EXIST. PLATE ADD SCREENED SOFFIT VENTS TYP. OR EQUAL.
USE WHITE FASTENERS - 255 DOGWOOD LANE
ADD 2X4 @ 16" OC TO NEW PLATE HEIGH & DO NOT PRIME OR PAINT �
1/2" PLYWD. SHEATHING El
EXIST.
TYVEX HOUSE WRAP
SHINGLES/ SIDING AS PER OWNER EAST MARION N .Y.
EXIST. MASTER BEDRM SUITE
RE-GRADE THIS AREA TO PREVENT
i
FVOUNDATON. COLLECTING AGAINST A- 101 FOUNDATION PLAN, NOTES
A- 102 FIRST FLOOR PLAN
A- 103 SECOND FLOOR PLAN
EXISTING GARAGE SLAB - NO CHANGES
A- 104 ELEVATIONS & SECTIONS
I L I I I A- 105 ELEVATIONS & SECTIONS
I I I I I I
EXISTING GARAGE FOUNDATION - NO CHANGES
ELEVATIONS & SECTIONS
o NEW y
SECTION # 3 (THROUGH GARAGE ) col * SCALE AS NOTED JULY 17, 2017
PROPOSED SOUTH (SIDE) ELEVATION Q' ��, �o �
1/4" = V-0" 7.2 1.17 1/4" = 1 -0 7.2 2.17 ;
z ressA 104
0
0 TAR ~* s
4 OF 5
ermits draftingexpediting
PO BOX 49
JOAN CHAMBERS SOUTHOLD NY 11971
631-294-4241
2-1-3/4"x11-7/8" RIDGE NEW ASPHALT/FIBERGLASS SHINGLES ---------- -------------- .........---------- ------------
................................... ...........
ROOFING FELT
.. ....... .......... 7, ------------------—— 7— 7777.1:_�-' ::71".
ICE MEMBRANE @ ALL SURFACE ON 4/12 DORMER ROOFS —-----
---------- ------------------------- ---- -
112 CDX PLYWID SHEATHING .............
4
2XI0 @ 16" OC RAFTERS & 2X8 @ 16" OC CEIL. JOISTS ------------ SHED DORMER---------- .......
8;
12 BOLTED W/ THREE 3/8" CARRIAGE BOLTS @ EACH CONNECTION.
..........................................................
20 @ ---- ------------- 7--7 7: ----- ......... -----7--------------------------- ----------------- ----------------
R-49 INSUL. .............. .......
77�
—ADD CONT. WHITE ALUM, GUTTERS
TO WHITE ALUM. LEADERS
FYPON BKT7X11X3
PROVIDE SCREENED SOFFIT VENTS
SOFFIT BRACKET
C i35 CW-1,�� CW`Q5 CW-1,,35
(OR EQUAL)
..........
1.1. -' ----------
NEW NEW NEW
5/4" PVC SILL/SPLASHGUARD ..............
0 2X4@16"OC INT. WALL W/
- - m,.,-,- ---------- --
CONT. WA CD Z— --------- ....... ...........-----
1X6 PVC AFIRON BELOW 112" GYP. BID. BOTH SIDES
LL, FLASHING 1�
-------------------- ------
NEW GARAGE ROOF
HIP ROOF OVER DINING ROOM -------- o: 7.o'o':— -------------
7: 7 ... ------- 17..
2-1-3/4"Xl LVL BEAM NEW ASPHALT/ FIBERGLASS SHINGLES
- . ..... ........ —---------- —------
.:...,.10
.........10 ---CONT. UNDER DORMER WALL R-20 MIN. INSUL WALLS ...NEW ROOFING FELT
3/4PLYWD. SUBFL. SHEATHING REPAIR AS NEEDED
"
...................
........ '...........
ADD NEW 5/4X4 OAK FLOORING .. . .. ........ 7 :7
SAND, STAIN & POLY AS PER D NER ..................11.111111........................................
............ 7_ - '..�::
............ .............. " "-........... -------
............ ....................... ....
......... ..................................
ADD NEW 9-1/2" TJI 230 JOISTS Ca 16" OC
...........
—ADD CONT. WHITE ALUM. GUTTERS EXISTING MASTER BEDROOM
To WHITE ALUM. LEADERS
PROVIDE SCREENED SOFFIT VENTS ALL WINDOW TRIM
PLATE HEIGHT TO BE RAISED ON THIS WALL TO
TO BE WHITE VERSATEX MAKE SOFFITS ALIGN. SEE SECTION # 3
�EW G53 c ID. WINDO)� NEW A-4\ OR EQUAL. NE/W A-4\ C /24 NE 24
NEW ENTRY /KfEW W NEW
EXIST. SLID. GL. DR. USE WHITE FASTENERS
& DO NOT PRIME OR PAINT EXIST.
I\ / GARAGE DOC[
RAIL TO CODE
ADD NEW 5/4X4 OAK FLOORING
SAND, STAIN & POLY AS PER OWNER I REMOVE SCREENED PORCH
REMOVE EXIST. DECK & CONCRETE SLAB
EXISTING FLOOR JOISTS & FOUNDATION & ADD WOOD STOOP
NEW STOOP
2-2X12 ACQ LRDER STRAPPED TO
4X4 ACQ POSTS ANCHORED TO
10" DIA. SONTTUBE FTGS. TO
18" DIA. X 8' POURED CONC. FTGS.
- - - - - -c -I- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -T PROPOSED WEST (REAR) ELEVATION
1/4" = 1'-0" 7.22.17
SECTION # 2 (THROUGH NEW DORMERS)
1/4" = l'-O" 7.21.17
REV. 8.29.17
4/12 SLOPE (DORMER ROOFS TO HAVE
BASE LAYER OF CONTINUOUS ICE & WATER
BARRIER MEMBRANE UNDER SHINGLES
12
2-1-3/4"x11-7/8" RIDGE
2X4 @ 16" OC COLLAR TIE
NE�A DORME BEYOND
NEW DORMER BEYOND NEW SHED DORMER BEYOND
NEW ASPHALT/FIBERGLASS SHINGLES- ------'-,
ROOFING FELT .............
EXISTING HIP ROOF OVER DINING ROOM
ICE MEMBRANE @ ROOF PERIMETER - --------NEW ASPHALT/ FIBERGLASS SHINGLES ._....=..;..._..................
--------------- --------
......----------- ---- NEW ROOFING FELT"'----------- ........ ........ .............................. ---------------.....................................
112 CDX PLYWID SHEATHING —----------
------------------------------------'------------------ I---------- .. ....... .... ----------
-—----- ---
LINE OF EXIST. ROOF ............. .... .. SHEATHING REPAIR AS NEEDED --- --------------- ----------------
OC RAFTERS
2X8 16 ----------
............. ------------------- ............-----------,-------i
........... ......... ... - -------....... ------------------- ---- --------------------- ------- ----------------- .... .................... ------------- -- --------- ---- ------------- -- ----------------- ---------
'NEW ASPHALT/ FIBERGLASS SHINGLES -----------------
NEW ENTRY PORCH BEYOND------
NEW ROOFING FELT——
SHEATHING REPAIR AS NEEDED ------------ -------------------*,--',*-**.".-
----------- ——------------
..........
ADD CONT. WHITE ALUM. GUTTERS ADD 2X4 @ 16" OC KNEE WALL
TO RAISE RAFTER HEIGHT TO
TO WHITE ALUM. LEADERS ALIGN ATTIC & GARAGE SOFFIT WITH
i —3' F
PROVIDE SCREENED SOFFIT VENTS MAIN HOUSE SOFFIT 4 ALL WINDOW TFIM AW3� REMOVE
P4050 P4050 \5 TO BE WHITE V-RSATEX EXIST.
ADD SCREENED SOFFIT VENTS TYP. OR EQUAL. WINDOW
6 1 1 USE WHITE FASFENERS EXIST. SLID. GL. DR L _
2X4@1 `OC INT. WALL W/
112" G� P. BID. BOTH SIDESNEW WINDOWS NEW WINDOWS & DO NOT PRIME OR PAIN
—
REMOVE DOOR REMOVE EXIT SCREENED
ADD WINDOW PORCH & SL AE ;N THIS AREA
ii
ADD NEW 5/4X4 OAK F �ORING
SAND, STAIN & POLY A PER OWNER NEW DECK W/ ARBOR OVER NEW VINYL SHINGLE SIDING AS PER OWNER
REMOVE DECK IN THIS AREA
NEW STOOP NEW STOOP
EXISTING FLOOR FRAMING & FOUNDATION T-
L
PROPOSED NORTH (SIDE) ELEVATION
1/4" = l'-O" 7.2 2.17
SECTION # 2 (THROUGH NEW ATTIC ) HOLUKA RESIDENCE
1/4" l'-O" 7.21.17 255 DOGWOOD LANE
EAST MARION N .Y.
A- 101 FOUNDATION PLAN, NOTES
A- 102 FIRST FLOOR PLAN
A- 103 SECOND FLOOR PLAN
A- 104 ELEVATIONS & SECTIONS
A- 105 ELEVATIONS & SECTIONS
OV NEW yELEVATIONS & SECTIONS
DEEPoQ SCALE AS NOTED JULY 17, 2017
oressr.
sFO Ax-, 105
07
F START 5 OF 5
permits I drafting I expediting
PO BOX 49
JOAN CHAMBERS SOUTHOLD NY 11971
631-294-4241
HOLUKA RESIDENCE
255 DOGWOOD LANE
Dl
if
if I*! ;
EAST MARION N .Y.
if 1 1
1 p fl; I h ;
EXISTING: SINGLE FAMILY RESIDENCE
till
t! HI
SCTM# 1000-37- 1 -9
p
if ''I I it 1!� Y h ifl ,
P
PROPOSED:
ADD 45 SQ.FT. 1 STORY ADDITION @ FRONT DOOR
t
FOR NEW ENTRY.
i i vp
REMOVE EXIST. MASONRY STOOP & ADD NEW 36
it
h
it SQ.FT. WOODEN STOOP W/ ROOF AT FRONT.
I! Hi : 1 1 ;1
i:f 1 T FIL R DECK W/ ARBOR
@ EXIST. DINING RM.
REMOVE EXIST. 154 SQ.FT. WOOD DECK & STEPS
!ill i: it
it
if
if. @ REAR.
it REMOVE 106 SQ.FT. SLAB ON GRADE & SCREENED
it
& ROOFED PORCH @ REAR.
If
It 1,: !t ADD 65 SQ.FT. ADDITION @ REAR BETWEEN HOUSE
— — — — — — — — — — —7—
...........
oo
o oo
& GARAGE.
. ......... -------------
..........
................ ......... .........
..........
.. ............. ...................... .........
-------......... ............. ....... ....... ... ... ........... RENOVATE 550 SQ.FT. AT 2ND FLOOR INCLUDING
.......... .................. ................................ ............. .. ...... .......
................... -------
................ . ... ....... ...... --
.......... ......... ------- ......... .......
....---------- ........... =_...........=
-------------------
------------ ............. ........ ----------------
----- ....
0. 7, NEW DORMERS @ FRONT AND BACK.
... ............ --------__- ............ ----------------------
- .11.1-1-1.1-1-1------------
---------------------- ...........
.............. ........... ...............
----------_----
---- ------- - ----
. ..........
7� .............
NEW ROOF FRAMING & SHINGLES
7-7: -----------
..........................
z� . _1 : -............. ......
. . .......... ....................
.. ........ ..........
...........
.... ........... —_---- �� _. .: :*,::::�_: 1"" ,. -
------------- NEW SIDING
---------- ------
------------- --------- ........
------------
... ......... ......
-- ------ ---- ------------
----------
__7 --- ------ ------------ REPLACE EXIST. WINDOWS AS NOTED ON PLANS
.................
..........
...........
............. ......................
. ............
------ 66"CEIL. HEIGHT
._... ......
. . .... ...
........... . .........
—......... ,=_ __
7 F�_ 7 ..............z_:,
-----------
. ...................------------------7 .:77_:,:: . . ........ ................. ................................
---------------- =...... ......... ---------- ------
JSKY>(GF� kKYXHTI ---------- ---------------
-- - ------------------- ---------------
................................ .........z
........... -------__------ .................
o L o __------ ------- 7=7 ........... ----------------
------------- ---------- --------
-_-........
-----_----
................. -----------
.................. ------- NAILING/FASTENER SCHEDULE
.............
................. BEDROOM #3
.... ......
PROVIDE MSTA30 OR EQUAL
................... -------- ----------------------
f...................
------- ------- IIfMETAL STRAPS OVER RIDGE
OC
TO ROOF RAFTERS @ 16
.........*.........
TYP. NOT APPLICABLE IF
COLLAR TIES ARE PRESENT.
q
...........
. ...... 87" FLAT CEIL
........ ...... ...........
D RC7
.................... .......... SKYXGH� 8D COMMON @ 6"OC @ 4'-0- PERIMETER ZONE
JSKYXGH�
------- ......
............
8D COMMON @ 12.. OC @ PANEL FIELD
..........I f8D MMON @ GABLE ENDWALL RAKE
66"CEIL HFIGHT FCO
RE ER TO TABLE 3.8 WFCM SBC
----—--- SEP 2 5 2017
- - --------------- ------------
*........... ....... ................ .....................- - ---------
---------------------- ---------------------------------- -------------
.............. -------------- .. .............. ......... ................. ------------ t.......... ..........*..'� ...... ........... ...........
.. ........ ........................ ...
-----------_------- . .......... ------ ---------------
... .... .. ............. —------------
............ PROVIDE 8 OD COM ON NAI
.......... ....... M
---------- . ........
-------------- ---------- ---------- S
-------------------�: BUHLY)ING DEPT. EACH END OF COLLAR TIE
........................... ........ ..............-
- ----------
PL H ATHING
.......... ............
............... .............. ---------- ------------
----------- . . ........ --_--__---------- 2 HI OR @ 3" OC EDGE
..........
PROVIDE SIMPSON H
................ 6D CO MO
TOWN OF SOUTHOLD EQUIVALENT HURRICANE T11
S
......... f...........
6D COMMON @ 6-OC FIELD
..... ......... ------ ------------------ TO SECURE ROOF RAFTER
---------- I........ ------ I---------- ------ ........... -----------------............ ............. ........ ------------_-----_---
........... ........ --- ---- ............................... PLATE AND WALL FRAME.
.......... ------------------------. ......... ---- ----------- - - _----------- ................. t------------- ---------- --------------- ------ ....... ... ............. t......... . .....
..................................... ---------------- ..................................................
.......... —-------
...........
........... PROVIDE SIMPSON UPT4 OR
.. ....... --------------------
D
EQUIVALENT TO TIE RIM BOAR
TO DOUBLE PLATE TYP. 7=
PROVIDE SIMPSON H6 OR
�j EOUIVILANT TO TI WALL T DS
E IS U
OF BOTH F OORS TO PLATE &
BAND JOIST @ 16-
EXISTING SECOND FLOOR PLAN L
PROVIDE SIMPSON H6 OR
1/4" V-0" 5.1.17
EQUIVALENT TO TIE WALL STUDS
TO PLATE & BAND JOIST @ i6l,
OC TYR
tl
PROVIDE SIMPSON LPT4 OR
t !,EXISTIN ROOF BELOW'
EQUIVALENT TO TIE RIM BOAR4\
ItTO SILL PLATE PLYWD. FLOOR SHEATHING
OC EDGE
8D COMMON @ 6
8D COMMON @ 12- OC FIELD
fPROVIDE APPROPRIATE METAL
PLATE WASHER, NUT &ANCH
BOLT TO TIE SILL PLATE TO
M s
A PNRY FOUNDATION TYP
2 6'-0 OC FOR 1 STORY. T-0" FOR
t2 STORIES. 12" FROM CORNERS &
AN
tOPENINGS D BOLTS TO BE MIN.
12" DEEP.
f.......... ...........
............ .............. '-4 'x
. ...... 2'-4-7/8"x .2 -7/8' 2'-4-7/8"x ----------
-4-7/8"x-1
-- ------------—-- ---------------------------------- _ - - ------ - ----- 3'5-3/8" RO------------ -------------------3'5-3/8" Ro'------- ------------- _____.__3'5-3/8" RO 3'5-3/8" RO---- ------------- ------
........ ....... ........ ..............
................ - ------ d
0" PL.. T
...................
.......... 7'-0" PL. HEIG 1-3/4"x11-7/8" LVL HEADER
..............
.......... ................. ............. ......... EGRESS EGRESS
........ ..
---------- 6 —2'-11 -------------
-- -_----------_--------- ............. ------------------- ............................ ------.......... ------------ 2 LLj -- ------- --- .................
.......... ---------------------------_- . ....
................. f........ CLOSET 0 ............
-, ":1.1.11-.1- - :.............. ATHRM. .........
............-------------- ........ ----------------
U) ------- ---------- ------ -----------------
------------ . ......
------------ JI-------- ........................------------ ----------
. ........ --------_---- ...... ...................
........... -- — — — — — - ----
---------- ------ 3
"x
"x
"x
..............
,H LINE OF 8'-0" CEIL. HEIGHT (FLAT)
I .............
-- -------- ----_-------
lo
u)
--------------
---------- -----------
LU . .. . ....
BEDROOM # 3 - ------- ---- -
............ - --_-_----------- ----------------------- —-------------. .. ................................ I------------------- ---------------------
..... .......... fLL
- --------_---
< ......
............. ............ .......... <
--------------------
Lu
R-20 MIN. INWIL @ WALLS
..............................
------------------------------------ ------ -------------------------------------------- ------------ o U) lo 6'-0" CEIL. HEIGHT ------------------ ------------ f----- --- ----------
lo . ................
------- ---------
------------ -------------------
0 .............. -1- -----------------
------------- ... .................... o2
................
ORAGE V) NOTE: LL1 MNEY
- - ------------ ---_---- .................
_---------------= ---------*-*-*-* .................... 3/4" PLYWD. @ FLOOR .......
.. .................... . .1—7 1 1.1 -1 LI-11-11-11
..............
EXIST. STAIRS TO BE REFINISHED
--------- - ------------- --- -- ................ w
--------------------- W/ NEW RAILINGS, STAINED IF --------_------------------- -------------------------------------
LL< TOE-KICKS ON RISERS & OAK TREADS
----------- <
............. -------------- L 0 -------- ---........... LL
- ---------------------- 0 U) -------- -------- ---- ----
---------- 5 1'-5 u) Lnm.------------- 0 8" LVL RIDGE ------------------
....................I
................ LU
rr Lu — — - - t---- ---------------
.............
---- ------------- < Lu 0------------------- NEW
GARAGE ROOF BELOW: :':'- z
----------- ............
C) .........................
RECREATION SPACE
Lu---------------------------- ------------------------ ------------------------ ......... ----- .................................................... ...............
-----—-------------- ----------------------- ------------------------- 0 OW
u ADD NEW 5/4X4 OAK FLOORING ------ EXIST. RO F BEL ;t
__-------------------- -7-7-------
0
L, 0 SAND, STAIN & POLY AS PER OWNER
t........................ ........ .............------------ ------------ --------- ---------- ................
- --------------- ------------------------- x
--------------- --------------
----------- 0 cf)
0
LU 6'-0" CEIL. HEIGHT
. ................
...........
........... . ....... ............. --------------- --------_-------
OF N,�h,
.............................. — — — — — — — — — -0............................ . . ..........
0
---------- ------------ ....................
............................. .......... .. .............. ........
z .............. ------
..... .... ---------- ------ ..........uj ------------- ------------------------- 10 7
--------------------------- -- --------1=7
............... ..... ........ . .. .. ........... ---------
x
. .......... . ........ 0
...........
-------------- < T1
----------- ............. t - ------ ------------------
---------- ......... =-_-------------------------
-------------------
LU .......
7-
-------------- -----------------
AW 251 TYP. 0 ----_-_-_--_-------------- --_------------ t 7'-0" PL. HEIGHT ............ .......... ............................... .......................
2'-4-7/8"x 0
.................. ........... ............... 3'-1 KNEEWALL
2'-4-7/8" RO 2-1-3/4"x11-7/8" LVL HEADER
-----------.......... ------------
.........--------------
-------------------- ...........
.............. - ----------............
ssl
................ .............. .......
----------- ----------- P ------ ---------- -----------
------- ]4::4102 TY -------Ll u U ... .....
.......... .............. ------------ ----------------- --------- ...........................----------............. - -----------
:----FYPONl BKT7X1 1X3 . . ...... .
................ .................... .................... . ....
............. ..... ..... ............ ........... ............
--- ---- ---- --_-__--------- _ ------ ------------ ....
(OR: EQUAL) f .............
— ------------------- ............. ...... ....... -_------------- - 101 FOUND#ION PLAN, NOTES
................. ------------ -------------- .......
A(KFT TYP Ill: I-,:SOF(IY RR .... .............................. A
. I 1 !: .. ............................. ..........................-- - -------- . ...... . ......... ..................... it ; ..... ..... . ................... ............................................................... --------------_-_---- . .....
- ---------- ...................... --- -------- ------- ------------------------------ ----- ------
- ------------ ----- ............ -------------------_----- ........ ............. -------
------ ----- A- 102 FIRST FLOOR PLAN
---_---------- ---------------
........... - ------- ................... ------ .......................
----------�*-------------_--- . . ............. ....... ... ......... A- 103 SECOND FLOOR PLAN
. .........
z-LINIL OF EM RM. WALL* -_----_-_-__
----------
...........
f ...................... ............----- --------------------- -------
----------
------------ ------------------------------------------------ ----------------------
---_-_---------- --- ------- -- ------
A- 105 SECTIONS
NEW R:OF 0'ER ENTRY 'I
fIfIIPROPOSED SECOND FLOOR PLAN SECOND FLOOR PLAN
V-10" 5.1.17
1/4"
I �14
REV. 8.23.17 ill -1, ftSCALE AS NOTED JULY 17, 2017
14
tr oress ifffIf103
3 OF 5
START
IL 1 permits I drafting I expediting
PO BOX 49
SOUTHOLD NY 11971