HomeMy WebLinkAbout43548-Z Town of Southold 3/5/2022
a P.O.Box 1179
_ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42896 Date: 3/5/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 755 Moores Ln, Greenport
SCTM#: 473889 Sec/Block/Lot: 33.-2-35
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/28/2019 pursuant to which Building Permit No. 43548 dated 3/11/2019
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 deck,to existing single-family dwelling as applied for.
The certificate is issued to McKeon,Kevin&Christine&Ano
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43548 12/19/2019
PLUMBERS CERTIFICATION DATED 9/23/2020 MZ Plumbing
Authorized Signature
Tv. TOWN OF SOUTHOLD
�gu�Foc���o
moo y BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
yip .�aplor
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#: 43548 Date: 3/11/2019
Permission is hereby granted to:
McKeon, Kevin & Christine &Ano
131 Berkeley PI
Brooklyn, NY 11217
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
755 Moores Ln, Greenport
SCTM # 473889
Sec/Block/Lot# 33.-2-35
Pursuant to application dated 2/28/2019 and approved by the Building Inspector.
To expire on 9/9/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $527.20
CO -ADDITION TO DWELLING $50.00
Total: $577.20
Building Inspector
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. Aproperly 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. February 15th 2019
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 755 Moore's Lane N. Greenport
House No. Street Hamlet
Owner or Owners of Property: Christine McKeon
Suffolk County Tax Map No 1000, Section 33 Block 02 Lot 35
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: $
Applicant S gnature
oF so�ryol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 • COQ sear.devlina-town.southold.ny.us
CDuW,��
BUILDING DEPARTMENT
TOWN OF S.OUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Kevin McKeon
Address: 755 Moores Ln city:Greenport st: NY zip: 11944
Building Permit#: 43548 Section: 33 Block: 2 Lot: 35
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Johnson Electrical Contracting License No: 58338-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation X 2nd Floor Hot Tub
Addition Surrey Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 22 Ceiling Fixtures 6 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 1
Main Panel A/C Condenser Single Recpt Recessed Fixtures 15 CO Detectors
Sub Panel A/C Blower 1 Range Recpt Bath Exhaust Fan 1 Pumps
Transformer Appliances Dryer Recpt 30A Ceiling Fan 1 Time Clocks
Disconnect Switches 2Q Twist Lock UC Lights 4' Combo SD/CO
Other Equipment: Fridge, W/D
Notes:
Inspector Signature: Date: December 19, 2019
S.Devlin-Cert Electrical Compliance Form.xls
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soopo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD - OCT - 9 2020 `
CERTIFICATION
Date: /,9 ,3 WkO
Building Permit No. U
Owner: CIMlSTINE HCkl-=-Q /V �.
(Please print)
Plumber: z
(Please prin
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
lum>�e s Signature)
Sworn to before me this a.�
day of� 20 gZ19
Notary Public, ua� 'County,
DEBORAH ZAMARELLI E
Notary Public-State of New York
NO.01ZA6217140
Qualified in Suffolk County
My Commission Expires Feb 8, 2022
4��qs
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# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[o 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 [ ] CAULKI
REMARKS: «• �,OA O 7'.
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DATE INSPECTOR
# TOWN OF SOUTHOLD BUILDING DEPT®
100um" 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ]
FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] EIRE RESISTANT CONSTRUCTION [ ➢ EIRE RESISTANT PENETRATION
[ ]
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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DATE INSPECTOR
OF SO//T�ol 1 35q (3
# # TOWN OF SOUTHOLD BUILDING DEPT.
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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 Q,v_z__
�o��pF SOUIy��
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC ION
[ ] FOUNDATION 1ST [ ROUGH PL13G.
[ ] 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:
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DATE INSPECTOR
_ O��OF SOUIyo!
TOWN OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
INSPECTION .
[ ] FOUNDATION 1 ST . [ ] UGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIR RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING
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INSPECTION.
[ ] FOUNDATION 1ST [ . ] ROUGH-PLBG:
[ ] FOUNDATION 2ND A -] .I ULATION/CAULKING -
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE-&CHIMNEY. [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION
[ -] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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INS PECTION
[ ] FOUNDATION 1ST [ I' ROUGH PLBG.
[ ]" FOUNDATION 2ND [ _] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION'"
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE CZ ! INSPECTOR
�o'\pf SOUTyO�
Li35:`� * # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION- —.[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [yGJ FINAL
[ ] FIREPLACE & CHIMNEY [" ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ]_ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE ��I?�zz INSPECTOR.
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FOUNDATION (IST)
------------------------
YOUNDATION (2ND)
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8TATE ENERGY CODE i F 10,,3A 11, Ar
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0 0 • •MIANTS
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDMG 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 Q` Survey
SoutholdTown.NorthFork.net PERMIT NO. � 1� Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
2 -Flood"Permit
Examined 20 Single& Separate
Storm-Water Assessment Form
Contact:
Approved 20 Mail to: Robert Wilson
Disapproved a/c PO Box 40'Southold NY 11971
Phone: (631)504-8842
Expir non ,<I .2Q -LIU
s
BN69 nspector
2019 �_
APPLICATION FOR BUILDING PERMIT
Date February 15th , 20 19
`,D INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building inspector with-4`
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept•on•the,premises:available:for.inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,a new permit-shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as.herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Si ature of applicant 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 Christine McKeon
(As._on,the.tax roll.or..latestdeed)
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:
755 Moore's Lane N. Greenport
House Number Street Hamlet
County Tax Map No. 1000 Section 33 Block 02 Lot 35
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Single family residential
Convert existing garage and breezeway to habitable space. Remove existing laundry room&
powder room.Construct new deck.Convert existing bedroom into closet and bathroom space
b. Intended use and occupancy Remove interior partitions and eliminate bedroom and two existing bathrooms. Replace windows.
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 1
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 68'-10" Rear 54'-9" Depth 51'-6"
Height 22' Number of Stories 2
Dimensions of same structure with alterations or.additions:: Front 68'-10" Rear 54'-9"
Depth 51'-611 Height 22' Number of Stories 2
21'-2"(Gar.conversion) 21'-2"(Gar.conversion)) 25'-10"(Gar. conversion)
8. Dimensions of entire new construction: Frontl5'(Bdrm.conversion) Reat15'(Bdrm.conversion)Depth 10'-8"(Bdrm.conversion)
Height 8' Number of Stories 1
9. Size of lot: Front 110.00' Rear 110.00' Depth 150.00'
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R-40
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
755 Moore's Lane N.
14. Names of Owner of premises Christine McKeon Address Greenport NY 11971 phone No. (631)504-8842
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? 'AYES 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.ofindividual signing contract)above.named, CONNIE D. 13UWTIIIH
Notary Public,State of Nep Vgrjt
(S)He is the Agent No.01 BU6185050
atitl1•R•
(Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,2 6-1D
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of20 101
Lh�yn
Notary Public Signature&Applicant
Scott A. Russell , 0PsU /r ST01KMWA.`]F1E1K
suPERvisoR � MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE Atm OF THE 1�OLLOWING:
Yes No (CHECK ALL THAT APPL)I
❑❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑® B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
®® C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
®� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑® E. Site preparation_within the one-hundred-year floodplain as depicted
'on FIRM Map of any watercourse.
❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date.& County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building_Department with your Building.Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 1000 Date--
District
ate:District
NAME: Robert Wilson 33 02 35 2/15/2019
tNr Section Block Lot
(so.t.W FOR BUILDING DEPARTMENT USE ONLY****
Contact Information (631)504-8842 C . l
rr.�a�=Vwntcr)
Reviewed By:
Property Addres.5/ Location of Construction work: _ _ _ _ _ _ _ _ Date:
755 Moore's Lane N. ID Approved for processing Building Permit.
Stormwater Management Control Plan_Not Required,.
Greenport NY 11944 1:1
Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
Ffat/(- BUILDING DEPARTMENT-Electrical Inspector /
TOWN OF SOUTHOLD
y Town Hall Annex - 54375 Main Road - PO Box 1179
''y • Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
roger-Acherttownaouthold ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: ���(_ J414s-/7 _.. __- _
Dater 77-/ /
Company Name: 3o'61 �lc� l r« LGC- - -
Name:
-- - ---- - - -
License No.: email: o�nstil e tCPr�«l co ma,./,, cam.Address: /4J21 J�tcT_r- . 11,C
Phone No:. 57t - 'y2 2 -. 66 Y 7
JOB SITE INFORMATION: (All Information Required)
Name: �I. y► _-
Address: 79S _ II t Y
Cross Street: floesrcc� _ _O
Phone No.: _
Bldg.Permit#: y 3 SSY g email:
Tax Map District: 1000 Section: Block:- .Lot.
BRIEF DESCRIPTION OF WORK(Please Print Clearly) �c����1��� off' ��✓G-,�
Circle All That Apply:
Is job ready for inspection?: (0/ NO ough In Final
Do you need a Temp Certificate?: YES/ Issued On
Temp Informatlon: (Ali information required)
Serviee-Size 1 Ph 3 Ph Size: 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 _
AdditionalInformatlom
-- PAYMENT DUE WITH APPLICATION II
�r�3 Jl9
82-Request for Inspecdon Form ads CA �U)
IR
Town Hall Annex Telephone(631-1802
54375 Main Road fax(631)734-9502
P- 0. Box 1179 0�
Southold, E,.1Y 11971-0959 `T
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF'TRUSS TYPE CONSTRUG-riON PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: February 2nd 2019
Owner_.. Christine McKeon
Location of Properiy 755 Moore's Lane N. Greenport NY
L Please take notice that the-(check applicable line):
New'residential structure
Addition to existing residential s(ruci ure
Rehabilitation to an existing residential structure
to be constructed.•or{performed at the su- piect property refeFence above will rtti(ize.
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction{P1N)
V Timber construction (T-C-),
in the following iocation(s)(check applicable line):
�Z Floor framing, including girders 'and beams (F) `
Roof framing (R)
_-
Floor and roof framing (FR) ,
Signature:
Name•(person submitting this form): Robert'Wilson =g
Capacity(-check applicable fine):
Owner `
- f
.Owner representative
TrussResReo•15.doGK Effective 1111201:5
6`' "DIAMETE-R
tEFLECTIVE RED'
---ROM AR ALP.HANUmER[G
(PEVtS} fFf87 ., �, DESIGNATI'ON-OFCON STIZUC-f1O
TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
2" IN. REFLECTIVE
WHITE'
1/2" STROKE
CONi0ONEuTs-ffiAT APS OF
TRUSS CONSTRUCTION
"F" FLOOR FRAMING,-INCLUDING .. - .
_ GI[2D,Ei�StAtIl3,B�E11S:.a r . -, '
PZ3MId�IG
"FR" FLOOR AND ROOF 0 idl 4G `
TRUSS ILS RQ�-U (,SIG N
S'I]f�!ISIGihI fDr �"Uz- IRI It_11,::i`i't RCIIi Ha\J SIGKII DATE-00812005
r ` 1t .
NEW YORK STATE DEPARTI ENT 'OF ' TATE
DIVISION OF CODE ENFORCEUENT
'�4EH xtllY'�xC�.s�ti
AND ADMINISTRATION
Nunemaker, Amanda
From: CHRISTINE MCKEON <christinemckeon@mac.com>
Sent: Friday, November 20, 2020 12:05 PM
To: Nunemaker, Amanda
Subject: [SPAM] - Fwd: Ceiling in living room pic
Hi Amanda-
I looked back through my emails to see what was discussed re:updated drawings, and I think this is what is
missing. We lifted the ceiling a little higher in the living room, and this was part of what I asked Joan to revise
in the drawings. (Note the date of the email to her!! I spared you all the dialog and just sent the photos....) I
hope this is helpful. I also sent the pictures to Robert, and he said he would confirm with the building inspector
this afternoon. I am keeping my fingers crossed!!
Thank you so much for your help, and let me know if there's ANYTHING else you need. Looking forward to
moving on from this!
Have a nice weekend,
Christine
Begin forwarded message:
From: CHRISTINE MCKEON <christinemckeon(o)-mac.com>
Subject: Ceiling in living room pic
Date: December 2, 2019 at 12:46:33 PM EST
To: Joan Chambers <ioanchambers10(a�gmail.com>
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CNJREScheck Software Version 4.6.4
Compliance Certificate
Project McKeon Residence
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Energy Code: 2015 IECC yo
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Location: Southold, New York a�� ��� i R�0
Construction Type: Single-family
0510 ,y.
Project Type: New Construction w
Conditioned Floor Area: 0 ft2 cnn
Glazing Area 21%
Climate Zone: 4 (5572 HDD)
Permit Date: ROFES O
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
755 Moore's Lane N. joanjhambers
Greenport,NY 11944 PO 49
Southold,NY 11971
• • • UA tradeoff
Compliance: 2.5%Better Than Code Maximum UA: 161 Your UA: 157 Maximum SHGC: 0.40 Your SHGC: 0.31
The 0%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 536 30.0 0.0 0.035 19
Ceiling 2: Flat Ceiling or Scissor Truss 84 30.0 0.0 0.035 3
Wall 1: Wood Frame, 16" o.c. 862 13.0 0.0 0.082 52
Window 1:Vinyl/Fiberglass Frame:Double Pane with Law-E 19 0.290 6
SHGC: 0.31
Window 1 Copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 19 0.290 6
SHGC: 0.31
Window 1 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 19 0.290 6
SHGC: 0.31
Window 1 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 19 0.290 6
SHGC: 0.31
Window 1 copy 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 19 0.290 6
SHGC:0.31
Window 1 copy 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 19 0.290 6
SHGC: 0.31
Window 7:Vinyl/Fiberglass Frame:Double Pane with Law-E 7 0.290 2
SHGC: 0.31
Window 7 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.290 2
SHGC: 0.31
Window 9:Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.290 3
SHGC: 0.31
Window 9 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.290 3
SHGC: 0.31
Project Title: McKeon Residence Report date: 03/06/19
Data filename: C:\Users\QDUst\Documents\McKeon\McKeonResChk.rck Page 1 of 2
A
Assembly Gross r Area :Cavity Cont' U-Fact,r UA
Perimeter
Window 9 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.290 3
SHGC: 0.31
Window 9 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.290 3
SHGC: 0.31
Window 13: Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.300 2
SHGC: 0.31
Window 13 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.300 2
SHGC: 0.31
Door 1: Solid 20 0.190 4•
Door 2: Solid 18 0.190 3
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 602 30.0 0.0 0.033 20
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The }r ed building has been designed to meet the 2015 IECC requirements in
REScheck Version 4.6..4 and to comply with the mandato requ ments listed in the REScheck Inspection Checklist.
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Project Title: McKeon Residence Report date: 03/06/19
Data filename: C:\Users\QDust\Documents\McKeon\McKeonResChk.rck Page 2 of 2
Generated by REScheck-Web Software
Compliance Certificate
Project McKeon. Renovation
Energy Code: 20181ECC
Location: Greenport, New York OCT 3 0 2020
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 1 940,ft2 BTITI
Glazing Area T
2�%
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
755 Moore's Lane North
Greenport,NY 11944
Compliance: 8.2%Better Than Code Maximum UA: 147 Your UA: 135 Maximum SHGC: 0.40 Your SHGC: 0.30
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.
Adserfibly or .1 - U-Faetor UA
R-Value R;Value
Perimeter
Ceiling:Flat Ceiling or'Scissor Truss 614 38.0 0.0 0.030 18
Wall:Wood Frame, 16"o.c. 853 15.0 0.0 0.077 51
Door:Solid Door(under 50%glazing) 20 0.170 3
Window:Vinyl Frame 19 0.280 5
SHGC-.0.32
Window 1:Vinyl Frame 19. 0.280 5
SHGC:0.32
Window 2:Vinyl Frame 19 0.280 5
SHGC:0.32
Window 3:Vinyl Frame 19 0.280 5
SHGC-0.32
Window 4:Vinyl Frame 19 0.280 5
SHGC:0,32
Window 5:Vinyl Frame 11. 0;280 3
SHGC:0.2B
Window 6:Vinyl Frame 11 0.280 3
SHGC:0.28
Window 7:Vinyl Frame 11 0.280 3
SHGC:0.28
Window 8:Vinyl Frame 11 0.280 3
SHGC:0.28
Window 9:Vinyl Frame 11 - 0.280 3
SHGC: 0.28
Window 10:Vinyl Frame 11 0.280 3
SHGC:0.28
Project Title: McKeon Renovation Report date: 10/29/20
Data filename: Page 1 of 2
Gross Area Cavity Cont.
Perimeter
Window 11:Vinyl Frame 6 0.300 2
SHGC:0.31
Floor:All-Wood joist/Truss 296 38.0 . 0.0 0.026 8
Floor 1:All-Wood joist/Truss 317 30.0 0.0 0.033 10
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has b en desi ed to meet the C requirements in
REScheck Vers!o : REScheck-W and to comply with the mandatory requir is li a in the eck Inspection Checklist. '
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Project Title: McKeon Renovation Report date: 10/29/20
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MCKEON RESIDENCE
755 MOORES LANE NORTH
\_C_TO TOP OF F_WAIL-2' -
OP OF FOUND—1.TO PIATE->s•
TOP OF FOUND WPII N PIATE-88'
GREENPORT N .Y.
ONE CARSGARAGE i
EXISTING: SINGLE FAMILY RESIDENCE
SCTM# 1000-33-02 -35
StAO TO TOP OF PLATE-109'
Z�f
TOPDFPATETGBGT.RATER_35. ZONE R-40 .40 ACRES
9'STEP Lh.•r
4'-921
PROPOSED:
CONVERT EXIST. GARAGE & BREEZEWAY TO
EXIST
BREEZEWAY
HABITABLE SPACE. REMOVE EXISTING LAUNDRY
RM. & POWDER ROOM. CONSTRUCT NEW DECK.
CONVERT EXIST. BEDRM # 1 INTO CLOSET &
PlE%I-G 5 PPNELS, ' '
- - 6•STEPON. =�. 1 BATHROOM SPACE. REMOVE INTERIOR PARTITIONS
"°SET 40"x70 CASE. _ AND ELIMINATE BEDROOM #3 AND TWO EXIST.
• -�- - -- CLOSET
-- =_-_ --=_ BATHROOMS. REPLACE WINDOWS AS PER PLAN.
BEDRM.N2
O
OEDRM.NI
W. D.
it M _ I II
FOYER KITCHEN REF.
I 3 1
=81-6 DO
� S N
X
W
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it
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BEDRM.XB wine Roots omnNG Roots ti NEWBEDRM #1 X SII
48" VANITY
N
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BArHa1 12 W K i n
z 2 O
v 36" 60"
S VEER 0O
Q \ LEVEL NEW FLOOR TO >N
II m 0 MATCH EXIST. w
x
a z
a_ GRAB BAR GENERAL NOTES
3 P.D.
1. All work shall conform to the requirements of the Residental Code of New York
W w
� 4'-9 State, County and Town Department Regulations, Utility Company requirements and
o 0,o o ADDIT�N FII U best trade practises.
J +S• J ADD EW 1-3/4'x11-7/8" LVL RIDGE 2. Before commencing work the Contractor shall file all documents required by the
- - — ow
EXI,`jTING FLOOR PLAN -POS TO NEW RIDGE — — �', oz Builging Department, pay all fees required by local agencies and obtain all required
Lu
z �
1'-0" 1.9.19
'
permits.
Wo Q 3. The Contractor shall visit the site and verify all dimensions and the existing
-�--- LL conditions affecting the work prior to construction. Any discrepancies which would
- w m K interfere with the satisfactory completetion of the work described herein shall be
z° ° o W reported to the architect or property owner. Do not start work until such conditions
o
xz have been examined and a course of action mutually agreed upon. Failure to notify
@, O o the owner or architect of unsatisfactory conditions will be construed as an acceptance
o of the conditions to properly perform the required work,
N X W
N = 4. All work is to conform to the drawings and specifications of the architect and
ui
Z X: a engineer consultants.
w PK z N " 5. The Contractor is to maintain a complete and up to date set of plans on the
z ti ZLEVEL
� job site at all times
NEW FLOOR TO �� b 6. The drawings are not to be scaled under any circumstances.
EXIST. EXIST. MATCH EXIST. 2- '8 HEAD It all be Contractor's i ascertain_ — �R YP. � 7. responsibility to all prevailing procedures
-- _-- — - ---� sh h t 'n
REMOVE WALL & ADD NEW HEADER 40"x70' CASE. 40"x70" CASE. including storage and toilet facilities,protection of existing work to remain,access to
NEW - 2-1-3/4"x11-7/8" ML NEW NEW work area, hours of permitted work,availability of water and electric power and all
NEW BATHRM #2 other conditions and restrictions for this particular location in order to execute the
M work in a careful and orderly manner with the least possible disturbance to the public.
' REMOVE LAUNDRY CLOSET, �� 8. The Contractor shall make the neccesary arrangements to utilities and services
BROOM CLOSET & PWD. RM. xZ temporarily disconnected while performing the work as required.
REPLACE EXIST. KITCHEN WINDOWS ADD NEW DECK
-- -- _- -_ 9. The Contractor shall provide all dimensions and cut-outs for other trades.
EXIST. HEADER - NO CHANGES _ -_� —_ _ 10. The Contractor shall provide proper shoring and bracing for all remaining structure
EXIST. +`� prior to removal of existing structure.
BEDRM. #2 RENOVAT$ EXIST. BEDRM. #1 1 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed
TO NEW OPEN RECREATION RM.
EXIST.
- -- --, --- -- --- -. -- .--- -- -- - -- --- --- --- - -- - - - persons who shall arrange for and obtain all required inspections.The General
FOYER closet EXIST. FOUNDATION Contractor shall be responsible for scheduling all other inspections as required.
ExIST. Lnw - out of the Contractors failure o
12 The Contractor is solely responsible for construction safety and shall hold the
li EXIST. REF. - -- -- -- - - -- _
XW owner and architect harmless from litigation arisingt
KITCHEN --
W� provide construction safety means and methods.
0
XCONSTRUCTION NOTES
Ln
a.o w 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade.
z 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted.
O
® o o I 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.
J Z
J O EXISTING GARAGE SLAB w copper termite sheild.
/ _91 I Q 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
N LL
u_ 3: with the New York State Building Code and manufacturers specifications.
0 °
� 0 � N z 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed
z upon by an engineer and certificates shall be issued stating same,
3 0 6. Unless otherwise noted all framing and structural wood components shall be
EXIST. L
z w a
BATHRM #1 Q o o c #2 or better Douglas Fir.
X aL] °a a 7. All framing techniques and methods shall be as prescriptive design based on
EXIST. �� w Q AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)
BEDRM. #3 EXIST. EXIST. O w
LIVING ROOM DINING ROOM Or as specified in R301.2.1.1
8. All building envelope components shall comply with Chapter 6 of the Energy
EXIST. FOUNDATION z Conservation Code of the State of New York.
Q 9. Fireblocking shall be provided in all wood framed construction in accordance
OLu 0 with NYS Code R 602.8 to form an effective fire barrier between stories and
O 4-14 p z between the top story and roof space.
p 10. Protective panels shall be provided for lazed openings in accordance with
� P P 9
EXIST'
X NYS code R301.2.1.2 if they are required.
BATHRM #2 a u "' 11. All portions of the new structure are designed to comply with local geographic
o
\ F- co and climatic criteria as stated in the following table.
EXIST. SLID. GL. DR. u) a
> w O
°
EOGRAPHIC & CLIMATE DESIGN CRITERIA
-- — ------ ------- ------------------- Q J L2 Z M
p gyp',
co
I
O G
1 N W r
N Zo GROUND SNOW LOAD 45 psi
F Z NEW 2X8 @ 16"O
w I
Ln !n z w J FL. JOISTS
WIND SPEED 130 MPH
X w o o¢ SEISMIC DESIGN CATATGORY B
~
- ------- - FJJ
WEATHERING SEV
BRE
O FROST LINE DEPTH 36"
TERMITE THREAT MODERATE TO HEAVYPROPOSED FLOOR PLAN- LEVEL NEW STOOP / a SLIGHT TO MODERATE
TO MATCH xlsrEXIST. FOUNDATION LD C2EXIST. EXISTING F.P. EXIST. w WINTER DESIGN TEMPERATURE/41' t-On - O• Q 7 zQ
FLOOD HAZARD AS NOTED
_ _ - - - - - - �- - - -
2X12 ACQ LEDGER BOLTED
EXIST. TO HOUSE DE E.
K A- 101 FLOOR PLAN, FOUNDATION PLAN, NOTES
MASONRY STOOP
N
a
A- 102 SECTIONS, ELEVATIONS
� w =
O N -
I
SEP 2 (n)I FLOOR PLAN, FOUNDATION PLAN
EXIST. HOUSE FouNoarloN �— - — v— — = j '- - . ,.. ISCALE AS NOTED JANUARY 30, 2019
NO CHANGES
- - -- -- REV. 1 .9.2 0
INEW DECK TO
ALIGN W1
EXIST. WALL 2 _0R -62.. - - -
2-2X12 ACG DECK GIRDER ANCHORED 1� ,
TO 10" POUR. CONC. PIERS f t; '?J` ''\ '1, revs
C
[\► n
24"x8" POUR. CONC. FTGS @ TAP101 3'-0" MIN. BELOW GRADE /� ,/\, �T;k a, `\�
`-T
�- {iE- t s,S II [_00
1 OF 2
permits I drafting I exbeditin
PROPOSED FOUNDATION PLAN _
i
✓; ,•�..a,.�.,�� PO BOX 49
1 /4" = 1 '-0" 1 . 30. 19 \` '= =- = JOAN CHAMBERS SOUTHOLD NY 11971
631-294-4241
I
I
MCKEON RESIDENCE
HURRICANE ANCHORS MANLPA 1+14 7 RS 755 M O O R E S LANE NORTH
51MPxpN STRON1rTr GONNiiCTORS
MCS M W.LS5UZAj..S9J2IO OR APi°ROVE
MWVAL"AT EVERY RAFTER TO RI176E
CONNECTION WHEN RAFTERS DO NOT ALIGN G R E E N P O R T N .Y.
HURRICANE ANCHORS hV NIFACn*tW BY
SIMIPSON STRONG-Tie cows,-,To" !RArn!RS
MODEL No.L5TA24 OR APPROVE
EQUNALENTATEVERYRAFTLRTOR
GONNEGTION V#"RIFTERS AULlON EXISTING: SINGLE FAMILY RESIDENCE
6N
SCTM# 1000-33-02-35
ZONE R-40 .40 ACRES
' PROPOSED:
N CONVERT EXIST. GARAGE & BREEZEWAY TO
,I
HABITABLE SPACE. REMOVE EXISTING LAUNDRY
I RM. & POWDER ROOM. CONSTRUCT NEW DECK.
RIDGE 5TRAPPING DETAIL CONVERT EXIST. BEDRM # 1 INTO CLOSET
REMOVE INTERIOR PARTITIONS
ADD INSULATION AND NEW WINDOWS @ GARAGE
TABLE 860230)
- -- - - - - - -- - - -- - - - rx n..w•.a,auvnleNr A,N[vRRY
a.on lcw.�o ao lonnex FA5TENINo 50HEDMLE
NLMEC2 AIJb
-PI-�xw ROOF OF FA9TFjICR
DET_CRIPTN7fN OF BUILD1hN:S 64 NB AND L
+6d SOX(2;X0.11•)OR
- STAG LOCATION
- - - _ - W!A HINMM a RAFTERS S.6d COMMON(7 h"X5151'),oR
EXIST. ROOF a
- - -
EXI$T. ROOF , "Nb DenaaN cE LNG JDrsn OR RAF TSE wN
_-_.-- --
-------- ----- ---- - ---- - X,86TS'
a raP�xro IR",.�"rpI �'� TI id TVP IUTt 9-Ica BOx(2 h•,n.laa•),OR
L
EXIST. ROOF ADDITION
rorM 1'I +6d BD "YG 11> OR
ICI JO15B TO TOP RATE 9-0d ,191"1,OR MR JOIST,TOE NAIL
PAINTED CEDAR SHINGLES � ----- -------- �\ -_ -- I s-Iso�mx Ak�co.lsa•),aR
\``- - -- - .pn-Ane"c«lc+�ol'o"'^o."�'oOrmi w.6,e' "+ LE N6 1.
2
L
TO MA EXIST. - -- _-- -- -- ----- - •,I: - rpIL1N4.,OST NOT ATTAGIED TO PARNJ.EL iRAPrtR +ILS BO%f7'XO 119• OR
EXIST. EXTERIOR WALL OF GARAGE - - - i�la�`,q.°LO"" 'c""""'DONO` a LAPS OVER PARTITIOraD006ctf W.602AI,R4023J s-IeecoMrlo«rsRiNO.167%OR
O!d TObl4 860251 Ml) +9'xO.IM"HALO PACB NAIL
_ -__-_ _ __ __...-_ TTK.V®t0 PAIRALlfl-RAFi9l E R6026JM' FACE IL
IIIL�''Ill�llp`vllillll�JII
CEILINNS 401STA
t MEd..IOMi), TAME �
• bRr 8".c110,R 86079.1 8602971 RRd 7411"R602.S.I M11
JE - /
MO Mn9 RAFTER.
_ 4-IGa BOX 15.10]6"1 OR
NEW 40x70 NEW 40x70 NEW 40x70 4 x b" CA EM NT N NNI 6 20y0 B Cd BOMNON(5h"Xo146^),OR
CASEMENT CASEMENT CASEMENT CA EM NT
MO•TD6 RIDE1%6TRAp TO RwFTCRrAC!NIMA.OR I.IL"x
+YxO.pl"HAILS fACB NAIL EAR,H RAFTER
.�^ ♦pp 9-16d SOX NAL5 M I-K0 M")on 2 TOE NAILS ON OE SIDE
ROOF 51 RA !-INC TAIL s Mr ER DR IfCYJI'Tq Se TO PLgTt s-Mod CG"MON NHLs M-W 1� 1,OR AND 1 TOC NML ON b�
OP I E
• „ 4-10d DOx(59X0.126"),OR SIDE OF EACH RAII OR
+91x0.191"RNLS TRUSS I
i
EXIST. HOUSEOd IS J'xXO ME')OR
9-;+l Od COMMON 5•xO.W6%oR 'rot!NAIL
+10d SOX WX0.126"),OR
1 ROOF RA-TeRe t0"Pee.VALLEY?OR MP RAFTER!opt +'Y%O.191"NN1.5
ROOF RAPTORS t0 Mmmum 7'RIIDoe REAM 5.16d 80x IS J"XO lay 7 OR
WEN NOT ALIGNED MTH RAP10C 2-Ibd COMMON M)50.162.1,OR EOE NAIL
LINE OF NEW FLOOR HEIGHT BEYOND SQ ROOF STRAPPN6 DETAIL MINE OT SAILS.KINS STUDS TO TOP
MTE 5.IOd 151"Nox AIL I2C"),OR
NMIIAP OG'X5gL3.20 NSA.COIL STIRAP s.4'xo 151"NAILS
EXIST. EXTERIWALL OF GARAGE TOP OF WALL
ROOF PRM11K5 16d COMMON(3 h"%Ole1.1 24.OC.FACE NAIL
NEW DECK 6 STUD ID311.0 NOT AT 19RACED HALL PANff.S) 1Wf9•xOJ28'),OR
�•
5'•X0 1019 NAILS 16^OL,FACE NAIL
N WALL 16d SOX f5 h"XO 155'),OR 12"OZ FACE NAIL
-.- ---N ---r.•-. CORNERS(Ar BRACHY WALT PAN✓ELSI 16d ooX (S k"x0162.1 16"OL.FACE NML
'r---1 T-` DND ro 9'rtb AND ABUn1N6 5TUb5 wT IMLRaDCnW 9^x0.1151•NA1L5
NEW FOUNDATION EXIST. FOUNDATION
E@ ADDITION @GARAGE
371!55 Ddldl'TOr PLATE led COMMON f5)"XO le2'1 16"O C Cwc11£Dr£PAG?NAIL
O DlALT41P NE h'TO 2"HEAVIER Wn+h'tPAGTRI
I _ � 164 BOx fJ k'xo.195") 12"Oc,EALM EDgC FK2 NAIL
NOUS OrADER TO STUD 911 opt TOE L
1 S-0d EOE NOJ�OR
IOd BOA x01
I {`
[VI a coNn wed Cz k" a NA
+ t,• 26^
16e COMM (0 k'10.1827 b"OL FACE KNL
12 TOP KAYE TO TOP PLATE Iod BOX(5"X0.126•),OR
S"XO 1151'1 NAILS 12"OL FACE NAIL
!ALK
57tO blbd GOMttlN(S Jj'Xp 162'7,OR
11LL DIOL✓DLC TDP PLATT SPLICE FOR ISDC'R A-02 NWTH SeI9MK" 12-104 Bax p'xP 2-0'),oR FACE NAIL ON EACH 51DT OF
SOUTH ELEVATION ( SIDE ) EAST ELEVATION ( SIDE ) WLLS� °�`�`w""�"'�'"�` M.
12.59X0-151"KAIL6 END JOINT 04MM 4 24'LAP
FRN•["OPENING POR NEW SPLICE LEH61H EACH SIDE OF
WINDOW CR CMBIIQIR PDDR IS CND JOINT)
DOUBLE TDP PLATE SPLICE SPG41 D D OR AND 12-164 M h"%0.195')
1 /4' = 1 '-O" 2 . 2 . 19 BRA a 1' �'
lee COMMON A h"X41e2'1 K"OL FAGg NwL
1 /4" - � i-011
O„ 2 . 2 . 19 WAIL LAME BPACIyb L 2S'
REVISED 9.18.20 REVISED 9. 18.20
14 BOTNNM BATT TO JOINT,D Y'.OAST,DMD JGISr OR 16d COX M h`x01a9')OR
BLPGKfb(1101 AT BRACED LAIJI PA4EL91 5.%0 tar)NAILS 12'O.C.FACT NNL
0-16d Dox M)'X04I1E1;OR D EALN 16.OC.PACE NAIL
_ B BOTTOM PLATT TO JOINT,RIM J0,15T.DAND JOIST OR 2-16d COMMON MVX0.I62%OR 2 EACH 16"OC.FAC"NAIL
9LOCKIN5(AT BRAGS WALL P,MNELS) +5'x0.171"NAILS 4 EACH 16"OG-FACE NAIL
IrT- - -IT- NOfE +Dd Box(2 'xo.0
III I I UPLIFT coaECTIDN 13 REm,RW B-t•d BO%A (2 "X0.OR
ND UPLIFT TORS AT EACH CW OF YHP HEADER AND AT +ed COMMON(2 k"k0.151•).opt TOC MAIL.
+IOd 90%(7•X0 I2B"11 OR
RElMRED MS AREA I I I BOTTOM OP HEAVER STUDS N ADDITION 10 TCP OR bOffOM PLATT TO STUD 4.5•x Old NAJ
TO&OHNECTORS AT MALL STUDS AND
AT TDP AND DOTTOM OF CRIFFLC5. 5-16d SOX h j"X0.156'1,OR
I I I I I I a D IOe IDOO %�'3°X0.I='U:OR
OR 00 NAIL
-*.go 01.NAILS
\ S-ILS BOX(v-X0 126"h OR
\-16 a0.57RAF TIES MAMUp 'TURED 17 TOP RAYES,LAPS AT CORHMS.AND MTM59 71045 2-t•d CM44ON fJ)"XO 162'),OR
BY JEPSON STRONS-TIT CONNSCTORs JSE SMPSON Z4MAx OR 106 cONBGTORS D-0•XO.BI"NAILS PALE NAIL
MODEL NO.0616 OR AFT•R EGUIVALENT. TO IWCREA6C eORROSON ReSHTANGI(
STRAP TO HAVE MIR 12'BEARING ON THE STUD rOR ALL NARDWARE IN cOMNEOTION 7-154 BOX 'X0.11^).OR
AND
NRAP UDER SILL PLATE AT FOUDATION. W ACO LUMBER "6 11 TRACE To EACH STUD AND PLATE 2-10d BOX ON(2 J2"XO 7� ZI
1').OR FACE NA
UPLIFT CONNECTOR DETAIL 2STAPLES I 1•
Pdd J New 13/4"x 117/8" Ridge 2-154 COx M•M_ x0.ON(2 JJZ,0151•)i OR
A:Id Ridge Strapping to Code 2D7AR6,I.CROW(I690.,1-A-LORIS
I•x 6-5'RATWN6 TO EACH SEAAH6 2-I0d OOx(9'X0.1=1,OR PALE IL
NA
R-15 Spray Foam in Gables Ex.Rafters&Sheathing 5-6dCOMMON(2 OK OR
5-IOd BOX WXO.126")r OR
Mc 5 STAPLP5.1'",PH 1.*Vml%@ LONG
III' MIN. EDGE 20 I•x 6`ND ROM SIffATHI N6 td EACH SEA'ONG KOM THAN 1'X FACE NAIL
+ed BOx f2�^xOJley,OR
L�IFFI=RI=NGE 5-ed COM TSN(2 k ro.ld"I'oR
8-38 Spray Foam Insul 45TARC5."'YATOHR♦I 1 w^LON5
p y Add New 2 x 8 @ 16" OC `"� F- BDx 9'"OI'°''D„
Ceil Joists Bolted to Ex. Rafters
4-0d SOX 112�"X0.11g•),OR
21 ,GIST TD SILL TOP PLATE OR GIIRDen S-bd COMMON(2)"X0.171"1;OR
7-Iod Box 0,1X0.126'7,OR TOE NAIL
9-5'X°.151"NAILS
9F SAO
___-- Od
Bolt to Rafters 2� PLA7tOi(Poor AAF►aIGAT10ND ALOIO)isr OR II TO S'u OR7� Iqy BOx ID"XD.7D� 6.OL,TOE NML
5/8"mx12" STEEL AWCHOR 5°X0151•NAILS
BOLTS AT 5'-0" O.G. MAX. 29 X O'6J TFLOOR oR]JEW TOEAlH JOSE S-10�0d d BOC«X6 2p):1pR1,OR
MIN EMBEDMENT OF'1"
2 BOX "CROW{1680..1 7k•CONS FACB NAIL
24 2"608FLOOK TO JOIST OR GRDGR 5-16d COX(9)7tO.lag^,:OR SI,ryO AND FACE NAIL
1 � 2-164 COMMON 0)'X0.162')
S PLAN-/i.7"M ' 25 2"Pt-N"(PLANK 1 BEAM-FJ mOK t ROOF) 546d 009(0)'10.1$"1;OR AT CAGE REARM..FACC NAIL
EXIST. ROOF
EXIST. ROOF do s-164 GOM oN ro2M'
Ex. Interior Wall 2 6d COMMON(!)XG 621
POVER ORCH ENTRY Add Blocking DwNO OR RIM DeT TO JOIflT
4-16NOX(0"x0,126"):OR
+5'x0.191"NAILS.X78 END NNL
+5'x 1490.OTMLBO,J'CNOhN
NAIL EACH
2Oe teFMON(4"NOP12"1.OR SS'OC-AT TOP AND BOTTOM
Add R-15 Insul to All Ext Walls
AND 7TAO6ORfD
• 100 Pox f5"XO.126'1,OR -12E
4"0 G PALE NAIL 1 T
T DUILTNIP BIRDERS AND OEAM.2-INCH LUNGER LAYERS 5",X0.191'NMLS AND BOTTOM OTAepERLD ON
b
JE d 1Te 1
E E NEW ENTRY F16x4
'' AND. On
0x4 4 x4 0x462-2Pd ccMMVN(.-vi-o,OR FACE NAIL AT ENDS ANDDOOR Fin Fir Fin Fir
k • 5-Nod Cox M"x0.17n"),on AT EACH SPLICE
5-5•/0.171"NAILS
1/2" CDX Plwd Underla ment 1/2" CDX Plwd Underla ment +Med BOx fS 110Ia5M,OR
New Deck Y Y , 2e LCD6CR STRIP eUPP.ORTMlS JOISTS oR RARLNH D-IOd COhRON fJk"X0.102''1,OR AT EACH JOIST oR IRAi'iLTL
5/4 x b Decking 3/4" Subfloor 3/4" Subfloor { +13•XO.1d NAILS
4-104 W.M.Xo 6^)•OR FACE NAIL
2 x 8 @ 16" OC Deck Joists :< 2 x 12 @ 16" OC Josts to Adjust Hgt 2 x 12 @ 16" OC Josts to Adjust Ht x DR TO JOIST 240e(111"X0126") e4L 00.WE NAIL
//�� yy STRUCTURAL PANELS.61AFLOOIC F ANP NIEWOR wAll Bi'ATHING To iTR/•NMIH9 AND PARTICLE BO WALL
EXIST. EXTERIOR WALL OF GARAGE Strap Joists to Virder R-30 Spray Foam Insul @ Floors R-38 Spray Foam Insul @ Floors "NEAT«N9 TO FRAMIN6[5Et TA BLE RCO299)FGR WOOD DTRLCTURAL PAYEL TXT 9808 WALLS EA7HING TO MALI NRA 4P GI
ANCHOR 5OLT DETAIL 6e��n"X0.115'1 NAIL*"LOCK
NVALU 6
.Od COMMON"J(21'1" SI')XROOr/ 6
1 �i
106 GO"'Im fJ"%O 146")NAL,,OR • 12
_. - .- _ .. .__ ___ - __ ___ -. _-_ -__. _ __ ed(2)•xOld•)DEroRM1£D NAZI
OTIILYN WALL SHEATH
NEW MASONRY STOOP EXIST.
I)'STRIk7URAl cCLLU.OLAd FASlG7mOARD III:BJ�-L�OF11 NAI
STOOP 155 6NEMATNIWO DIA}METLIR OR I'CROWN 6rAPLE w
2 x 12 ACQ Ledger Bolted
STgJC1URAl CEL U4,m1G P BOARD 6
D4 SNIEA7HIN6 DIAMCTETA OR 1•CROWN STAPLE 16 p- 7 •
Y•
I 'pALVANIZEP ROOFING NAIL STAPLE -I 7
- t0 House Frame � 4 - y n k"BYPSJM 6IEATNIN9d 6ALVANIZED.Ik"LON6,IY.'SGREW5,
I� J I
(2)2 x 12 ACQ Deck Girder De %'GYPSUM 5 NCATHAK 141'BALVANIZEO RCOFAIO NAIL,START
GA7 1
LVANIBSO. 'fA'S4REW5,TTPE W OR 5
WOXOD GTw,S K PAJNCLS GONMBINATON SJBFLD.OR UNDLTt1.AYMl7NT TO TRRAMIN6
Anchored to 14" Dia PC Ft S .) w•AFD LESS ed DTFORMtn axw=)NAIL ORCoMMON C2 x0. b h
Dd COMMON(2'X0.191"1 NAIL OR IZ
i
3'-0" Min. Below Grade 5B x'-f n k'
ed DtroRr4® XOJ20"/NAIL
I Y. Oe COMMON WXO 4415'•1 NAIL OR a 12
...(2$'%0.120")NAIL
FOR°..11 I.Ic11.25.4 nm,I io01•9046 m",I MLE i�T[IL?R.O 447 MRI I Nul•65+16 MPO
NORTH ELEVATION ( FRONT ) a NAILS A9NMGOnI-COMMON,BOX OR DEFORMED SHANCS Exf.PPT 000"OTHE7RWSE STATED NAILS USED FOR PRAM("AND SHITA?HNG
SECTION I O N - 1_ RE'GDWIGGT DN5 SHALL HAVE MINIMUM AYe:RA6C BOND NG Y ELD S R$i3 IM!AS O OWW KSI FOR SHANK D ANMC CR a O-Ma INCH(1pd
1 /4" = 1 '-O" 2 . 2 . 7 9 1 /4" = V-0" 2 . 2 . 19 COMMON NAUJ,qC-1420 KSI FOR 9NVCc D AME ERS LARyER THAN 042 TNG BV NOT LAR6@R THAN O IT INCH,AND 100 K51 POR SHANK
REVISED 9.18.20 DIAMETERS CP BE
ACE AT
b.STAPLES ARE N BADE ARE AND NIAWE A"""1A6-PGM ON DIAMETER CROYN MOTH.
NAAJS SHALL BE SPACED AT NOT TMOFRF011'THAN 6 MLNES ON AJ L VE AT ALL SIILRI"CA.WH['Tg gpANg ARE 46 INCHES DR GREAT01
d.*PAO,FGY7r DY 97ENE i M+FOOT WT t-TOOT PANH-y d/ALL TE APPLItP VLRTIGM.LY.
REVISED 9.1 8.2 0 ..I'D'"so Cr rA3TTNERS NOT NGLINT9 IN THIS TABLE GMALL CC PA51P ON TAME 8602,5(Z,
N.KME THE ULTIMATE DESIGN MMD Sr!FW IS ISO h1PH OR LP",NAILS I-CR ATTAG«INS`DI-STRLR:TVRN_PANG.ROOF SHEATH"TO
ISM LC END WALL FRAMING UHAI.L M SNPACCD 6 IN[NE5 ON CENTER.WERE THE LLrIMATE VE51ON WIND OF= 1D GREATER THAN 190 MPH,
KAILb ROR ATTgCNAN6 PANEL ROOF SNIE:A.THNV6 TO WTgRM®I wtB SUPPORTS 6WW.BE N}E SPK,£"6 IN:V1@6 ON CENTER POR.M W MM 46 DISTANCE PROM RIDGO.EAVT5 MD BNd.T.ENP NALLIi,AND 4 INCHES ON CENTER TO X6AELE HND WALL FRAMMS.
q GIN' M 6HFATH1N6 SHALL COIFOW rO ASTM c FY16 AND SHALL BE INSTALLED M ACCORDANCE MITH 64 255 FIBERBOARD dEATHIHG
SHALL CONFORM TO ASTM G'J0e is��
I
N SPACING OF fAOTT5NER5 ON PLOOR SUEATHING COGES APPLIES TO PANT BOOM W MORIMD BY PRAMNB hffHWAS AND 15(T,• MO
SLOCKS,FFO 116 ANP AT FLOOR P1,15mbER5 ONLY.5PARED bLO OF 0 5 LOCK ON ROOF I`OR FLOOR
5H!TWN0 APPLIES TO PANEL NnCUL
SJPPORTED BY MAMINI7 NEEIBDRS ANDS R7`J7.1lRCD dOTACINO BLOCKING OF ROOT'OR FLOOR SHEATHING PANS.EDOLS PeRPE1DICW.AR TO
TVIE I RAMNI6 N1!h/EIFR6 NEW NOT BE PIROVIDEJ EXCEPT AS REOUNED BY OTNM PROVIV0,,*OP THIS CODE MOOR PMIKt ER SHALL BE
EUFl"ORTED BY rRN•1140 WM"9R5 OR SOLID"LOCKING.
1 N ONE A RAFTER B FASTENED TO AN'ADJACENT PARALLPi OBILIN6 JOIST N ACCORDANCE WITH THIS SCHIMEN E,PROMO@ TMO TOE NAX.
ON ONE SIDE OH TIE R/P1L`R AND TOE NW L5 FROM THE GEILAMG JO15T TO TOP RATE N AGGORDAIY,G AIN TNI5 5G1EDI/lE,THE TOE NAL THE
OPPOSI TC bine OF THE RATER aHAL.L NOT se RECUR=
A- 101 FLOOR PLAN, FOUNDATION PLAN, NOTES
A- 102 SECTIONS, ELEVATIONS
I
T ELEVATIONS, SECTION
SCALE AS NOTED JANUARY 30, 2019
REV. 1 .8.20 REVISED 9. 18.20
A 102
I' ress
O F 2
;ipermits I drafting expediting ]
PO BOX 49
JOAN CHAMBERS SOUTHOLD NY 11971
631-294-4241
1
MCKEON RESIDENCE
755 MOORES LANE NORTH
SLAB TO TOP OF FOU
TOP OF FOUND—IL TO FLPTE
i TOP ofNOwnu ro PLnrE-as••—./
GREENPORT N .Y.
EXIST.
ONE CAR GARAGE
EXISTING: SINGLE FAMILY RESIDENCE
SUM# 1000-33-02- 35
\ SLAB TO TOP OF PIATE-109•
TOP OF PLATE TO BOT.FkFTER-351
9'STEP LN.
�1 ZONE R-40 .40 AS
CRE
Y"
PROPOSED:
CONVERT EXIST. GARAGE & BREEZEWAY TO
BREEZEWAY o
HABITABLE SPACE. REMOVE EXISTING LAUNDRY
RM. & POWDER ROOM. CONSTRUCT NEW DECK.
CONVERT EXIST. BEDRM # 1 INTO CLOSET &
PLEXI-G SS PANEL
BATHROOM SPACE. REMOVE INTERIOR PARTITIONS
B AND ELIMINATE BEDROOM #3 AND TWO EXIST.
-_ --------- � -- -- NEW 1
1� aosET 40"x70" CASE.
BATHROOMS. REPLACE WINDOWS AS PER PLAN.
CLOSET
4E-YE eEGRM., w W.
r
M
FOYER -IN REF
- 8 _61
> 1
w >N
W W x
q u_
0
DEC 2 2 2021
W
z Z
0 g N ! 48' VANITY NEW BEDRM #1 x
9EGFIM N3310 LIVING ROO DINING ROOM N
\7F7U X W
8,
Lu?` I
.lo8BATNFIM k2 z
_02,J
i.L 36 60"
-LEVEL NEW FLOOR TO
m 0 MATCH EXIST. i Z m
_ N GENERAL NOTES
� GRAB BAR 36" P.D.
1 1. All work shall conform to the requirements of the Residental Code of New York
� 1 -g w State, County and Town Department Regulations, Utility Company requirements and
Lu F ADDIT�N p 9 y P y
LL o�F�y o best trade practises.
+6 _ _ w ADD NEW 1-3/4"x11-7/8" LVL RIDGE _ -2n oz 2. Before commencing work the Contractor shall file all documents required by the
EXISTING FLOOR PLAN W POST TO NEW RIDGE - D x . Building Department, pay all fees required by local agencies and obtain all required
-0" 1.9.19 z co Y I' " permits.
Cr o a 3. The Contractor shall visit the site and verify all dimensions and the existing
- -- aw ! w conditions affecting the work prior to construction. Any discrepancies which would
Wo U = < interfere with the satisfactory completetion of the work described herein shall be
Z oIoW reported to the architect or property owner. Do not start work until such conditions
Nj z have been examined and a course of action mutually agreed upon. Failure to notify
- the owner or architect of unsatisfactory conditions will be construed as an acceptance
N � ¢ of the conditions to properly perform the required work.
0 3 N = u 4. All work is to conform to the drawings and specifications of the architect and
3� Z W X engineer consultants.
Z w z 7 5. The Contractor is to maintain a complete and up to date set of plans on the
N Nil r-Z job site at all times
LEVEL NEW FLOOR TO 0 6. The drawings are not to be scaled under any circumstances.
-- -
MATCH EXIST.- - ti -- prevailing procedures
EXIST. EXIST. 2- Xa HEADER YP. 7. It shall be the Contractor's responsibilityto ascertain all
including storage and toilet facilities,protection of existing work to remain,access to
' REMOVE WALL WALL & ADD NEW,I-t�ADER 40"x70" CASE. 40"x70" CASE.
NEW -
4'x11- /8°�Qv1L NEW NEW work area, hours of permitted work,availability of water and electric power and all
NEW BATHRM #2 = other conditions and restrictions for this particular location in order to execute the
(o E, - - - _ - o work in a careful and orderly manner with the least possible disturbance to the public.
' REMOVE LAUNDRY CLOSET, 8. The Contractor shall make the neccesary arrangements to utilities and services
temporarily disconnected while performing the work as required.
BROOM CLOSET & PWD. RM. Mw
REPLACE EXIST. KITCHEN WINDOWS z ADD NEW DECK p y p 9 q
9. The Contractor shall provide all dimensions and cut-outs for other trades.
EXIST. HEADER - NO CHANGES ° o — 10. The Contractor shall provide proper shoring and bracing for all remaining structure
EXIS
to
l of
ng
BEDRM.
��i 1 prior
Plumbing,
efectecaltl HVAC and similar work shall be performed b licensed
BEDRM. #2 RENOVATE EXIST. BEDRM. #1 /
TO NEW OPEN RECREATION RM. Kitchenette persons who shall arrange for and obtain all required inspections.The General
�/ _
FOYER closet EXIST. FOUNDATION Contractor shall be responsible for scheduling all other inspections as required.
EXIST. rw
_ _ - 12. The Contractor is solely responsible for construction safety and shall hold the
EXIST. REF.KITCHEN _- __ ___---__ owner and architect harmless from litigation arising out of the Contractor's failure to
T
provide construction safety means and methods.
Z CONSTRUCTION NOTES
W m x
d Q W
0V) 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade.
0 Z 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted.
(n o° 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.
J J EXISTING GARAGE SLABO w copper termite sheild.
Z a LL 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
11
0 z ILL
W with the New York State Building Code and manufacturers specifications.
0 1 0 z
`� 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed
" N zupon by an engineer and certificates shall be issued stating same.
W 3: LD _0 6. Unless otherwise noted all framing and structural wood components shall be
EXIST. z Z a ~ #2 or better Douglas Fir.
BATHRM #1 o 0 o a
W a a a 3 7. All framing techniques and methods shall be as prescriptive design based on
BEEXIST#3 O EXIST. EXIST. z X AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)
LIVING 1300M DINING ROOM W or as specified in R301.2.1.1
EXIST. FOUNDATION 3 8. All building envelope components shall comply with Chapter 6 of the Energy
z Conservation Code of the State of New York.
9. Fireblocking shall be provided in all wood framed construction in accordance
- - - " a
11t W O with NYS Code R 602.8 to form an effective fire barrier between stories and
. -4-14 c� z ~ between the top story and roof space.
10. Protective panels shall be provided for glazed openings in accordance with
ZO
BATHRM #2
CL W NYS code R301.2.1.2 if they are required.
�' 11. All portions of the new structure are designed to comply with local geographic
EXIST. SLID. GL. DR. o Lu w o n and climatic criteria as stated in the following table.
_ _ o W O 4'-
�_ Z J J f 1
o N w ADDITION o `0 GEOGRAPHIC & CLIMATE DESIGN CRITERIA
T x z o _�
T; N z [NEW 2x8 0 16°06 c GROUND SNOW LOAD 45 psi
Ln ZZ Q '- FL. JOISTS WIND SPEED 130 MPH
X w o o SEISMIC DESIGN CATATGORY B
a ~ O WEATHERING SEVERE
FROST LINE DEPTH 36"
PROPOSED FLOOR PLAN LEVEL NEW STOOP o 3 TERMITE THREAT MODERATE TO HEAVY
---.___--_-- -- _.-- — -.-- - DECAY SLIGHT T
I
Z SL GH O MODERATE
- -- - ----- - - _ - -- - TO 14ATCH EXIST. EXIST.-FOUNDATION _ __ _____
1 /4 n n EXIST. EXISTING F.P. EXIST. Z a w WINTER DESIGN TEMPERATURE 1 1
= 1 -O 1 ' 3 O' 1 " FLOOD HAZARD AS NOTED
- - - 2X12 ACO LEDGER BOLTED
TO HOUSE FRAME.
EXIST. NEW DECK A- 101 FLOOR PLAN, FOUNDATION PLAN, NOTES
MASONRY STOOP
Lu A- 102 SECTIONS, ELEVATIONS
p r IN
O ¢ N
W 0 r
V N
0 co
FLOOR PLAN, FOUNDATION PLAN
a li
EXIST. HOUSE FOUNDATION — — ~- X cn SCALE AS NOTED JANUARY 30, 2019
NO CHANGES NEW DECK TO -/� ____ t -
i REV. 1 .9-20
iEXIST. WALL 2 -0 —6.62.,
ALIGN W/ -k , I b
2-2X12 ACG DECK GIRDER ANCHORED ! �� reC C
TO 10" POUR. CONC. PIERS j4 ( J J n 0
// \1
24"x8" POUR. CONC. FTGS @
3'-0" MIN. BELOW GRADE ! A
Al
TARTI
permits drafting expediting
PROP = % _
. OSED FOUNDATION PLAN
, F
- PO BOX 49
1 /4" = 1 '-0" 1 . 30. 19 = : ;:. r' :' '' JOAN CHAMBERS SOUTHOLD NY 11971
__= " 631-294-4241
II
MCKEON RESIDENCE
Fi1RRIGAPIE ANCHORS MANUFACTURED BY 755 M O O R E S LANE NORTH
51MPgpN STRONG-TE GONIRGTORS
MODS W.LS506JL&W210 OR AM
EQUIVALENT AT EVERY RAFTER TO RIDGE
Ct"ECTION WHEN RAFTERS,Do NOT ALISN G R E E N P O R T N .Y.
"JRRICME AWHORS I'~ACTURED BY
SIMPSON 5TRON5•7IE COWSe.TOR4S .8000 , •y
MODEL No.LSTA24 OR APPROVE
Ems'"ALENT AT T,O�A"M TO RWTERS�CH EXISTING: SINGLE FAMILY RESIDENCE
SCTM# 1000-33-02 -35
ZONE R-40 .40 ACRES
' PROPOSED:
CONVERT EXIST. GARAGE & BREEZEWAY TO
HABITABLE SPACE. REMOVE EXISTING LAUNDRY
I, RM. & POWDER ROOM. CONSTRUCT NEW DECK.
I RIDGE 5TRAPPING DETAIL CONVERT EXIST. BEDRM # 1 INTO CLOSET
REMOVE INTERIOR PARTITIONS
ADD INSULATION AND NEW WINDOWS @ GARAGE
TABLE Rb02Z(1)
'�""r��".,LI�:IRII„�•°"»`" 1=A57ENING SCHEDULE }yp�
I OPWA 1PTION OF BUILDINGOF I nJeN4?NITD , pyp 51-IGN6 AND LOLAnoN
ROOF
+Od ao%fJ}"x2.197 OR
EXIST. ROOF :oma Mi TM'^ To�I PL
n ee+tea u a Jwsn on Tens a wd aoOzYCK Mxa.17e li a1a� Toe NAL
EXIST. ROOF -- -- - - --- --- ._.-_-_ ------ ----- --`"-_..- - ----.------- -__..._.----.__. *arAa.a I".o`x,a-m. `I G-5=10l^NAILS
WEA ; 1 RM
- - - - --
EXIST. ROOF \ \ ADDITION NoaF
I
4-ad BOX(2}"XO.Iro•1 oR
-- -- - -- -� �, - -- - - - - - _ _- 2 CEILING 301413 TO TOP PLATE E, r),OR PER JOIST,TOC NAIL
PAINTED CEDAR SHINGLES - -- --- --- /
a-0�'e151.D��n 15�.1216'),OR
TO MATCH EXIST. - - _- ----- ----- \, -- __. -- - ----- -_ �•t, _ vAtMsr' ¢ PARALLELlN6,101sT NOT ATTAciID To PARALLEL*AFTER. 4-10dID'
Lod Box rn uaq on
EXIST. EXTERIOR WALL OF GARAGE ___ - - \ -_____ i`. AuaN."Mw 5
LAPS OVER PARTITIONS f1-..6"tl~K5024.l,10112&» 9-16dc1'44DN(54"x216&1),DTI
and T014 +
abl.NA0251 C5'%O.IGI'NAILS TILE IIyIL
WLINS
4 (HEEL JDNTTALL 025.Si ATTAO.HlD TO T.W.RAFTER E Rom FACE IL
"o23.1.
R&o2.0.2 D2..-d Rapt 5J h!1
E 4 „x40^-- cOLJ.AR TE TO RKTER TALE Oa k"X 4HOd Box(7•X01]&-)OR
NEW 40x70 NEW 40x70 NEW 40x70 CA EMfx NT •""� R1DbC STRAP TO RAP ER �° s4oe eoMMON 7h"x2 W67;ae FACE NAIL EMJ4RAPIER
CASEMENT CASEMENT CASEMENT +5 x2191"NALS
CA EM NT
ROOF STRAPPING DETAIL • RAFTER a�Pa2F TR m PLATE B-Ibd Dox NAL,F!}•M.W1 OR 2 Toe NAIL,IL one slot
5-IGd GOMI4oN NAIL?(7'YOI4e'1 OR
APD I TOE NAIL ON ER ORITE
440d Box(9'X0,171'1,OR BIDE OF EACH RAFTER OR
+5'xo.171"NAILS T'fyI
EXIST. HOUSE $-Lod I0N(5*XQ."7le TO
,oB NAIL
+1161 Cf}"x0175')OR�
4-10d Dox T-x0.126"),OR
T ROor IkAmle D To RIDGE,VALLEY OR TLP RArTDRS OR +5'xD.l7l"MALS
ROOF RAFTERS TO m"mLM 2"RIDGE BEAM 5-16d Box M 410.135.1 OR
NVEK NOT ALIONED NITH RAPTM 2-16d COMMON(5)S!XD.I6271 OR TDE NAIL
cONNELT KIN,STUDS TO TOP PLATE, 'J-IOd BOX M"XO 12&'1 OR
LINE OF NEW FLOOR HEIGHT BEYOND
9Q ROOF 5T1[AFPM6 DETAIL; MAP OV EJJ.S.?D 6A.C. STRAP 63'x0151^NAILS
EXIST. EXTERIOR WALL OF GARAGE Top Or TOP PLATE 4 NAL
WALL
ROOF PRIMINIS led OO'IMON 1715"x01627 24'OZ.RAGE NAIL
6 STUD TO STILE,INCIr AT BRACED WALL I-AN") 16"of.PACE WNL
NEW DECK od nxO12e1 OR
i I I I IS'OL.FACE NAIL
NAL,
1
4 STW TO,7116 AND Ad1TTIN6 671.165 AT INIERyEC,TIN6 HALL �%NILS 155'),aR
NEW FOUNDATION EXIST. FOUNDATIONS }�- COR ERS(Al DRAGLD Wµ1 FANP3'J)
eIeIPRE 16d GONION,M 8"X01627 16"OL.PACE NAL
}� SnDS �DOI)5LL rOF PLATE to WLT-LP NeADCR n•TD 7"HEADER RTN M.•SpAceW led COMMON( ILO" 12627 16"O c EAGHACH Eck'PAGE NIL
I"DOX(58'x2.1711'9 12"OG EACH ED"PALE NAL
@ ADDITION @GARAGE
CI B-Sd eox(1 x•fto.INs°);OR
- - - - _ -- - - --- --- '-- - -- - -- -- -- -- - - _- - CONTINJq,S HEADER TO SrLD (2 .1717.OR TOE NAL
-- _._- --- --- -- ---- --- --- -- - ---- ----- ------ - --- -- --- --- -- -- - Od Bo x01
I, +6d col+4oN
44 x(7' ••
161 f:ONA'10N(S8"X0.1627 16"OL FACE NNL
TOP PLAT TO Tor PLATE 12"Or,PACE NIL
s.X
is BOX(5 2D');OR
'X217X)NAAILII-S
JACK„/
STUD 6-161 GOI4MdY(3}•xo 162•),aR
DYABLE Tup Mrt SPLICE XOR SDLP A-07 NITi{SEIS/RIC 12-11W Box m l2-IOd Box(7��1245),pR TACE NAon L.ON EACH S1PC OP
SOUTH ELEVATION ( SIDE ) EAST ELEVATION ( SIDE )
LNB'RAGttW.25'
YYA'Ll-STUDS 12:&xO.151"NAILS END JOINT MINIK,M 24-LAP
FRAUD OPENING POR NEW- SRwe LENGTH EACH SIDE OF
1 /4'1 - 11-011 2 . 2 . 19 = WINDOW OR[-1YTBtIDR DOOR IS END JOINT)
1 /4" 1 '-Olt 2 . 2 . 19 �I E*pp rT-ArE xLwe�cr D D,OR ry�AN2
DRALED WALL LIT`SPACING L 2s'O I 7 I2-16d 1S 00.PJ77
16d COMMON 158"X01627 K"OL.FACE NAL
REVISED 9. 18.20 REVISED 9.18.20
M VM70H PLATE To JOINT,RIMWAJDI5T,DANE J015T OR 16d Box fs 8"XOID!%oR
f31-oGICR4G NOT AT DRAG HD LL PANELS) 5'x01717 NAILS 12"OL.FADE NAL
9-I6d DOx 0 0x0.15117,OR 5 E4a+16.66.TALE NAIL
B DOTTOIH RATE TO JOINT.RM JOIST.DAW JD157 OR 2-led cOI1 ok(78°x0.162-),oR 2 EACH 16"O,L.FACE HAL
_ DLOOKWa(AT DRAG D,HALL PANELS) 4-5•x0-151"MALS 4 EALN Ib"OG.rAre NAIL
T - TT - -IIT• - -IT- T +ed Box(2 '•r2.u4),oR
I NOTEI 5-I6d Box MV-41,591OR
'I URL'T come CTpN 15 REOARED +6d CON44ON(28"xo.IIt'),OR TOC NAIL
I I No UPL PT CO L""DR9 I I AT EACH C dJ THE MFACDe AID AT MOd w. OR
REGURFD TN63 AREA I I I DON'TOM OF HEADER STLD5 IN AmMoN b TOP OR 0orrw PLATE To SND +5'%0151 NAILS
70 CONIEGTORS AT WALL 9X1.03 AND
AT TOP ANO BbT'IDM OF cRR1.C. 2461 O.ONMON(5) )'I6O2),OR END NAIL
LI
I I I I I I h 5-101 BOX M-X012&"),oR
5-5'90.151"IIAIL6
OR
_46 Ga.STRAP TES MAWFACTUR® TEE.LAPB AT cOWUS.G AND M10¢9CLTIONS 7-101 BOH(5"x21 VX 6
BY 31I'PSON STRONG-TIC cOMIiGTORS 11U-S_E SINR,O(Z-MAX OR IDG LONEGTOR, n TOF RA 2-led CON"40N f58"X01627,OR
MODEL No.0516 OR AF",DVM EPIVALL4T. I TO INGRPASE COIO.OSKIN Re315TAHG� 0-7'�.ISI"NAILS P' NAIL
STRAP TO HAVE MIK 12-eeARIN6 ON TIE STD POR ALL HARDWARE IN COaELT1ON 15 bd SOX f2 'x0.11^)ooR
AM WRAP NEER SILL KATE AT FOIIDATIck. W AW UlME 16 I•,RALE 2-6d oOI@+ON(2 9"%0.151.)OR
TO EACH STUD AND PLATE 2 10 BOX(5•x0125"),OR PALE NIL
UPLIFT GONNEGTOR DETAIL 2"AFL ""
Add New 1 3/4" x 117/8" Ridge 2-&d GOMM9M(2$"K0151.,OR
Add Ridge Strapping to Code M I•x6'"ATHINOTOEM441EARNI6 2-IOd Dox fa•x2.12a" 14Loa VMXNAIL
R-15 Spray Foam in Gables 26TAPLB6 G" J
Ex. Rafters&Sheathing ,_2dDox�,., &,.
11.61 cOMPYXI(7 8"xp,OR OR
9 STAPLES.I'CAOWN,169x1 1Y.'LOH6
MIN. EDGE 20 I'X 6"AND WDBR SHEATHar.TO E+LH EENRNG yyDER THAN I-x 6' PACE NAIL
�bd BOX C2 OR
R-38 Spray Foam Insul DIFFERENCE 5-OdC4MON(aYvxom.%opt
3.I.d Box(5"X0121');OR
Add New 2 x 8 @ 16" OC 4 STARES,IY.ROI41,164.J z"LONG
FL
Ceil Joists Bolted to Ex. Rafters 4-Da BOX(2}"%0.1147,OR
21 JOI5T To 5LL TOP PLATE OR 6PNDER S-6d coMMON(2 8"xalal");0R Toe NAI
$-101 Dox(5"xo.=..,;OR L
,3•x0.191"
NAIL-5
�( 6d Box(2 'x0115• OC.T NAIL
w •..� �L/� •. 22 RIM JO9 DANE J015T OR DLOCKIN6 TO SILL OR 7GP 6d f:ONMON(28'x0,171"J;OR
Bolt to Rafters 5/b"WxIV STEEL ANGT'IOR ` 1457E(RpOr AITL1GAT10N9 ALSO) IOd BOX IS"X0.1267rpR •-OG.TOE NAIL
}7 5"1(0191•NAIW'
£# OR
EMT5 AT 5'-0" O.G. MAX. 2.610111404(1 ly"1DI517,OR
C n 73 1-X 6-aUarLoOR oft LF55 To EALM JDIST 5-1
od BOX(9^xo,Lu,*);OR PALE NAIL
)) MIN EMSIrDMENT Of I � 2 STAPLES,PYROKW"a.1%"LONG
24 2."WI PL COR TO-DIST OR 61RCER 5-led Box(S 8'x0-t'as"),OR IXRD AND FACE KAL.
��C PLAN-/ - 2-164 cOwoN M 8"x0.162')
SEE r L/'+ _ 5-101 BOX Is VX015Y');OR
EXIST. ROOF EXIST. ROOF ' FLANKS BLANK BEAM FLOOR R01P) 41-lo
Doxro"x2(5 a. AT EACH WARN4,FACE NAL
2Hea coN4MON(,1Y'x0162.1
=-16d CO�N
OVER ENTRY Ex. Interior Wall e '5 � �a6�H�
Add B I ocki n g 16 RAND oR RM JDI9T 70.DIST +5•x0.191"NAL5 1 oft END NAL
PORCH
20d G014P1ON(4"%OM2")r OR NAI L F Ar TOP AND BOTTOM
AND 5TAGCEIED
AND BOTTOM STAAGOERED ON
Add R-15 Insul to All Ext Walls 4 6 _
O , Lod DOH(5'7Y0.12e-,;OR
�L AT TOP
d s EVILT4IP GIRDERS,AND RAh6.7-INCH WIRER LAYERS D"%0,71•NAILS
E NEW ENTRY � E D AND: FACE NAIL AT END,AND
91 1
0x4 x4 DOOR 0x4 0x4'
Fin FIr Fin Flr 22odf:OMMON(4X.oJ4a)oR
4 A 5-Lod COX M"X0.12A"1;OR AT EACH 9RICE
D-7'xo.15r NNILS
' 4-401 Box(S}"xO FJ57oR
New Deck 1/2" CDX Plwd Underlayment 1/2" CDX Plwd Underlayment 76 LEDSER STRIP BJFPDRTINS JOSrS OR RAMM 11-101 COP4P40N n 8"140.162%,OR AT EACH JOIST DR RAFTER
3/4" Subfloor 3/4" Subfloor i - Mod EJOx(5'X012&"J,OR FAl.ENIL
+5'x0.171 NILS
5/4 x 6 Decking , 2R oRlDeNo TO JOIST 2-10d m"X012&7 EACH EO,TOE NAL
2 x 8 @ 16" OC Deck Joists 2 x 12 @ 16" OC Josts to Adjust Hgt 2 x 12 @ 16" OC Josts to Adjust Hgt f
R-30 Spray Foam Insul @ Floors R-38 Spray Foam Insul @ Floors WW To
P;R ALF Wt TA1EPLOd2 A„D 6op STM %BNL ANELE TOT'RAFAN6 TD^THINOT M WA,L
6NEAT}gN6 TD H4AMM6 C5EE TADLE R607JNf91 FOR Y1OpD 5TIR)GTURAL PANEL EKrERIOR WALL yIEATHIN2 TO HALL IRAH1N01
EXIST. EXTERIOR WALL OF GARAGE Strap Joists to Girder A}NGf�OR 13417 DETAIL 9W CONMON(2"XO,It3',NAIL(4LERoOR,WALL) F
90 Ms"-8' bd COI TON(21 X015I•h1AIL(ROOF) 6 O
31 "Ka"-I• 6d oC*+WN NAIL(2)Vx2.151-) 6 TIT
'I y 52 I Jj"-I YI" IOd COMMON 01w146"1 NAL;OR • 12
6d(2 8•x0131.1 De"HED NAIL
9rfN& NS
lz -CROM S AFLE*9
NEW MASONRY STOOP EXIST. .37 1 AV SHISATM*vRAI cELLOLosIL rreGT�o'+1® wAHETER,oR I'cRpwN,rAPlx",p1,- 5 6
STOOP I I 2 x 12 ACQ Ledger Bolted ,^4 V'5 n)RAL CCLWI.OSIC PIErRBOARD DIAT2TLT(oR,•GROWN STAPLE Ia ga. , •
1 'OALVAWZED Moor"NAIL,STARE T 7
j I I to House Frame - 4 75 8"6Tr11uM SNEATHINBd VAN1�.18"LONG,18.SOREYI5,
_ - - - - - - - - - - _ � ZED RDJFINO NIL,STARE
� � (2)2 x 12 ACQ Deck Girder 56 x'6rRa64,I4EATH1N6• 1z'''`LY"'L T ,
- - - _ n --._ -.� bI.LVANIZrD,I'&•SGREW9,TTPE W OR 5
Anchored to 14" Dia PC Ftgs r41oD 0781078 AL PANgL3`OZ"D X 91.BF,CO4 UNDEWJAYMDIT TO RtAHINS
e1 D[r2+aEn(2"x0172")NAIL,OR
- 3'-0" Min.Below Grade IS W-11 E'° ed COF540N(2xo.lvll) NAIL • 12
D1 60P4•IOH(2•)(0.151",NIAN-i 4'011
711 K'-I' bd DCPORNED(2 8'XO.12O")NAIL • I2
54 111"•ILS" 101 commoH(7"X01407 MAU.0 OR 6 12
601 DEPOF"12(2 8•x0.12017 NAL.
PDR 51.1 rmh.25 4 mm,I Fool.504E nen,I MILE R HIOR.O 441 n/s;I bl.•dls N4Fa
NORTH ELEVATION ( FRONT ) SECTION # 1 6 NA LS ARE 61,OOM1 LO•"DK Dox OR DEpORM®SHANKS E%CEPi WHBaE Or ffRWSE STATED NAI S MED FOR FRAMING AND SNEATHM 6
cONiTIONS SHALL HAVE MNIMM AVCRASE DCWDN5 YELP STRENSTH5 AS 6HOV"DO K61 FOR SHAWL 0IAI4ETOR OF 0.144 INCH(20d
COMMON NAL),4O KSI FOR SHAWL OIAM@IFLS LARyER THVN 0142 INCH SIJr NDT LARGER THAN O.1T7 ANO(,AND 100 KSI XOR SHANK
1 /4" = 1 '-0" 2 . 2 . 19 1 /4" = 1 '-O 11 2 . 2 . 19 D,STAPLES ARE 16 SAM M RE AND HAVE A THAN
O G1 ENTER DIA T ALL LRDWY TS 1 .
DIA 0.142 IN OR LESS
NAILS GWAL.L DE SPACED AT NOT HAVI A N•INOSES oN ON DI AT ALL 9JPFGRT OTN. @ SPANS ARE 46 INE-LITS OR 6gEATDL
d.Fol"OOT 4'Y&-r OT OR+FOOT DY 4-FOOr PANELS,SHALL M AFFLIED VERTICALLY.
REVISED 9. 1 8.2 0 •.SPACING OF PMTeIIlSeS NOT LIGLIDED'N TMS,TADLE D4ALL SE DASty ON TAME
8622.5 W.
REVISED 9.18.2 O N. E 1W ULTIMATE DESNSN WIND SPEED IS FSO MPH OR LESS,NAILS FOR ATTAGHINS WOOD STRIICTIRAL PANEL ROOF SHEATHING TO
OAMC END WALL MA4IN6 DH ALL BC 6PACCD 6 IN tMCb ON CENTER,WERE THE LLTIMATE DE5164 WIND SPEED ro eREATE R THAN 150 MPH,
NAILS FOR ATTACHINS PANEL ROO'SHEATHING TO Wn52MED1ATE WPPOLTS SHALL Be EE SFK-ED 6 IWHE'i ON CXNTR FOIL KWI4M 416
P5TANCe MON RIDGES.eAVE5 AND OADLC END WA"W,AND 4 IWHM ON CENTER TO 4AELE END WALL FRAMING.
gg!Y S(M 5HEA1HINS SHALL OOWOIE4 TO ASTM C IM AD SHALL BE INSTALLED M AWORDAM.E WITH 6A 255 FISLIWARD SNEMMNB
SHALL GONFogN4 To A5114 c 206
h.SPAONG OF FMTEMMS O4 PLOOR SWATHINIG ELbES AM-41ES TO PAWL ED&W SLR+ORTED BY rRA4NG WIMRS AND REOV RED
BLO("KIN6 AND AT FLOOR PERIMRER6 GFLY,6PAGIND OF FASTENERS ON ROOF SWATNNNO PANEL IMPOM APPLIES TO PANEL EOOES
7UAORTED BY FRAMINIG MEN47DC5 AND REwI1CD�GKIN6 BLAGONIG OF ROOF OR FLOOR S HEATMIKd PAWL EDGE'S PERPENDICULAR TO
THE FRAMING s4zwRS,NOT W PROVIDED EXCEPT AS REOIIIRM BY OTHER FMCA510M OF THIS CODE BOOR P M)WrEER SHAY BE
DJTORTED BT FRAKNIO MEPD@e5 OR SOLID DLoeKIN&
1 Y41BRE A RAPNER 15 FASTENED TO AN AIDJALE IT"ARA3_EL CEILING J01Sr M ACCORDANCE W TH THIS 508"131[,PROMO@ TWO TOE NAILEE
ON ONE SIDE OP THE RAFTER AND TOE NA45 PROM THE GMIN&40157 TO TOP RATE M ACCCRDAYE W TH TRS SO41DVLE.THE TOE NAL O
THE OPPO&TE 41DE Or THE RATER SHALL NOT BE REOUtRw
A- 101 FLOOR PLAN, FOUNDATION PLAN, NOTES
A- 102 SECTIONS, ELEVATIONS
ELEVATIONS, SECTION
SCALE AS NOTED JANUARY 30, 2019
REV. 1 .8.20 REVISED 9. 18.20
Fress
f �yARTA102
/ J nS
. . _ 2 OF 2
ermits I drafting expediting
PO BOX 49
N CHAMBERS` °"• SOUTHOLD NY 11971
631-294-4241
MCKE6'N RESIDENCE
D EWND WALL TD ITE MOO RES LANE NORTH
GREENPORT N .Y.
E\IST
OW -R,ARAnE
DATE:APP' D AS NOTED
1717 35 EXISTING: SINGLE FAMILY RESIDENCE
FEE: BY: SCTM# 1000-33-02-35
GLAB TO i0v DF PLATE-,09'
NOTIFY BUILDING DEPARTM TAT
JV VEP 11 TD DGT RAFTER 5 765-1802 8 AM TO 4 PM FOR THE ZONE R-40 .40 ACRES
FOLLOWING*INSPECTIONS: PROPOSED:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE CONVERT EXIST. GARAGE & BREEZEWAY TO
2. ROUGH - FRAMING & PLUMBING
BREEZIEWA HABITABLE SPACE. REMOVE EXISTING LAUNDRY
EXIST
3. INSULATION
4. FINAL - CONSTRUCTION MUST RM. & POWDER ROOM. CONSTRUCT NEW DECK.
BE COMPLETE FOR C.O. CONVERT EXIST. BEDRM # 1 INTO CLOSET &
ALL CONSTRUCTION SHALL MEET THE BATHROOM SPACE. REMOVE INTERIOR PARTITIONS
NEW REQUIREMENTS OF THE CODES OF NEW
40"N70" CASE. YORK STATE. NOT RESPONSIBLE FOR AND ELIMINATE BEDROOM #3 AND TWO EXIST.
DESIGN OR CONSTRUCTION ERRORS. BATHROOMS. REPLACE WINDOWS AS PER PLAN.
L 0
CLOSET OI
CII W D
rp ply (t)60d pqne,1,r 1(�r
—8'--62 NEW YORK STATE & TOWN CODEc'
Ir V1 9 16tWd 6pZ n t)VS
Lu X
AS REQUIRED AND CONDITIONS 07
sm oke--t- L
ED
o 0
V
_T= 0 @) S0UFa7T07XTRUSTEES /� f ( S
4R" \,AIjiT`T NEW BEDRM #1
1*13.DEC 43
Lu
BID-#
<
fo
00
eATaaM,:
---8'-0
2 3 6,Y',,.6 0
Z_ OCCUPANCY OR
.Lln LE-VI-L [JEW FLOOR TO
'T.
w
W L
WFU
USE IS UNLA
3 6' P.D. GENERAL NOTES
Cc
�1 WITHOUT CERTIFICATi
u) J ill 1 All work shall conform to the requirements of the Residental Code of New York
x '1 4'-9 State, County and Town Department Regulations, Utility Company requirements and
Lu NEW CLOI�E_l ADDITI;N
ILL < OF OCCUPANCY best trade practises.
0
L ADD IIEW 1-3/4"x11-7/8"' LVL RIDGE
2. Before commencing work the Contractor shall file all documents required by the
EXIST. RIDGE P RAFTEPS
EXISTING FLOOR PLAN 10 NEW RIDGE _D x 'RETAIN STORM WATER RUNOFF Building Department, pay all fees required by local agencies and obtain all required
i co
1/8" V-0" 1.9.19 i permits.
co PLUMBER CER TIFICA T PURSUANT TO CHAPTER 236 3. The Contractor shall visit the site and verify all dimensions and the existing
0
Lu - /0A OF THE TOWN CODE.
G-J J_
< Lj conditions affecting the work prior to construction. Any discrepancies which would
W u) ON CONTENT BEFOpt-
Lu LU m < interfere with the satisfactory completetion of the work described herein shall be
o u D 0 CER TIFICA TE OF OCCUpA/V,
0 0
_Ij x Z 0 : 3� �d reported to the architect or property owner. Do not' start work until such conditions
.
0 Z ELECTRICAL have been examined and a course of action mutually,agreed upon. Failure to notify
�D @) _x SOLDER USED IN WA TFR
INSPECTION REQUIRED the owner or architect of unsatisfactory conditions will be construed as an acceptance
uj SUPPL Y S YS TEM CA N�VO T
x of the conditions to properly perform the required work.
EXCEED 2110 OF I% L EA D.
x W 0
L� 4. All work is to conform to the drawings and specifications of the architect and
Q
7� w < engineer consultants.
T
w- ILL, o A TRUSS PLACARMAG REQU11737D 5. The Contractor is to maintain a complete and up to date set of plans on the Cb
0 E-Z job site at all times
LEVEL NEW FLOOR TO x
< 0 6. The drawings are not to be scaled under any circumstances.
EXIST, EXIST. MA7C1 I EXIST.— ti
`1-
2- HE _YP. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures
- including storage and toilet faci I ities,protection of existing work to remain,access to
40"00" CASE.
NEW NEW work area, hours of permitted work availability of water and electric power and all
_0�_
REMOVE WALL & ADD NEW HLAL)Er� CASE.
NlaW - 2-1-3/
4"x 1 1-7/8" ML ALI.-PLUMe 1NG'WASTF dwetwork other conditions and restrictions for this particular location in order to execute the
NEW BATHRM #2 WATER LINES NEED work in a careful and orderly manner with the least possible disturbance to the public.
8 HEAD-R"YP
SH ER Te8T`ING BEFORE tinting
F[�MOVE LAU11DRY CLOSET, v.., 8. The Contractor shall make the neccesary arrangements to utilities and services
7!_ I - -C C
W.C. BROO1,1 CLOSEF P ul I
WCFWD. RM. temporarily disconnected while performing the work as required.
REPLACE EXIST. KITCHEN WINDOWS r. ADD IJEW.DECK
LE 9. The Contractor shall provide all dimensions and cut-outs for other trades.
ZZ Z1, EXISf. HEADER NO CHAHGES 10. The Contractor shall provide proper shoring and bracing for all remaining structure
EXIST. prior to rernoval of existing structure.
BEDRM. #2 M
1 1. Plumbing, electrical, HVAC and similar work shali be performed by licensed
RENOVATE EXIST.
ES
#1 EXIST. persons who small arrange for and obtain all required inspections. The General
TO NEW BATHRM. & STRORAGE FOYER Contractor shall be responsible for scheduling all other inspections as required.
EXIST. FOUNDATION
XIST. Lmu 1 12. The Contractor is solely responsible for construction safety and shall hold the
> --- ------ ---- ----- ----- -
EXIST. EF.
KITCHEN w owner and architect harmless from litigation arising out of the Contractor's failure to
provide construction safety means and methods.
CLOSET/STORAGE SPACE
NZ 1, CONSTRUCTION NOTES
Lu
(1- 1 Jj
0 1 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin, grade.
w
0 Lu
0 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted.
0I o 0 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.
EXISTING GARAGE SLAB
Z 00 copper termite sheild.
4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
®R with the New York State Building Code and manufacturers specifications.
0 0 ZI x w I I5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed
upon by an engineer and certificates shall be issued stating same.
Jj I I s Lu 0 6. Unless otherwise noted all framing and structural wood components shall be
EXIST. L Z <
BATHRM #1 #2 or better Douglas Fir.
7. All framing techniques and methods shall be as prescriptive design based on
EXIST. Lu AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM
BEDRM. #3 EXIST. EXIST.
LIVING ROOM DINING ROOM 0 x or as specified in R301.2.1.1
DO Lu
8. All building envelope components shall comply with Chapter 6 of the Energy
EXIST. FOUNDATION z Conservation Code of the State of New York.
--- -_ ____ -_ -_ ____ -_ _
2 9. Fireblocking shall be provided in all wood framed construction in accordance
F -_ -_ --- --- - ] �:
uj with NYS Code R 602.8 to form an effective fire barrier between stories and
O
between the top story and roof space.
0 10. Protective panels shall be provided for glazed openings in accordance with
EXIST. NYS code R301.2.1.2 if they are required.
BATHRM #2 lo
0 11. All portions of the new structure are designed to comply with local geographic
10 and climatic criteria as stated in the following table.
EXIST. SLID GIL. DR. V)
a�Jj
0
Lu uj 0
('01 ILL ADDITION i :, j 0 0 GEOGRAPHIC & CLIMATE DESIGN CRITERIA
U) I
F Ili
Z GROUND SNOW LOAD 45 psi
u) u)
CD I �
ILL, I NEW 2X8 @ 16"O
FL. JOISTS WIND SPEED 130 MPH
x <
w A 0 SEISMIC DESIGN CATATGORY B
a ~ I I I t 0 WEATHERING SEVERE
FROST LINE DEPTH 36"
PROPOSED FLOOR PLAN LEVEL NEW STOOP—/ < TERMITE THREAT MODERATE TO HEAVY
DECAY SLIGHT TO MODERATE
EXIST. EXIST, TO MATCH EXIS L EXIST. FOUNDATION co
EXISTING F.P. __ __ __ ] IL A x WINTER DESIGN TEMPERATURE 11
1 /411 11-0" 1 . 30. 19 7 J Z < Lu FLOOD HAZARD AS NOTED
F- i F 2X12 ACO LEDGER BOLTED
1 IJ
10 H` _'-C FRAME.
EXIST.
NEW DECK
A- 101 FLOOR PLAN, FOUNDATION PLAN, NOTES
MASONRY STOOP
A- 102 SECTIONS, ELEVATIONS
W
--- ----- ---- 0
0
-J
F NEW
FLOOR PLAN,
FOUNDATION PLAN
EXIST. HOUSE FOUNDATION
I 17__()/I " I (n &
- — t * 3' SCALE AS NOTED JANUARY 30, 2019
NO CHANGES
UJ
'iq_EW'DECK to LU
ALIGN W/
— '
!EXIST. WALL 2 -0 62„ -
2-2)<12 .,\CG DECK GIRDER ANCHORED 72
70 10" FOUR CONIC. PIERS oress
24"x8" FOUR. CONC. FTGS @
I I
3'-0" MIN BELOW GRADE o-t&TA- A 1 0 1
permits I drafting I expeditin
1 OF 2g
PROPOSED FOUNDATION PLAN
PO BOX 49
1 /4" = 1 '-10" 1 . 30. 19 JOAN CHAMBERS SOUTHOLD NY 11971
631-294-4241
MCKEON RESIDENCE
755 MOORES LANE NORTH
HLI RRZANE^WhORS MAMPAGTURED BY
Sk.L" .6,LSSTROE I0 GG�tiGGTORS G R E E N P O R T N .Y.
MOD!^!.No.t.5�:a�.v5r2I0 OR
EQUTVAL EMT AT EVERY RAFTHi TO Richse
_ 00NWGT}ON WEN RAFTERS DO NOT ALM
HURRLGANE AW-40R S MAN,fiAGTLIKED BY
OMNo.15TA24 OR APPROVE N 4E`�
MODll. OVE EXISTING: SINGLE FAMILY RESIDENCE
SGU1VALE11M AT EVERY RAFTER TO RtD6E
00WEGTiON MHEN RAFTERS ALLEN S C T M# 1000-33-02-35
R(
ZONE R-40 .40 ACRES
PROPOSED:
I CONVERT EXIST. GARAGE & BREEZEWAY TO
i' HABITABLE SPACE. REMOVE EXISTING LAUNDRY
RM. & POWDER ROOM. CONSTRUCT NEW DECK.
CONVERT EXIST. BEDRM # 1 INTO CLOSET &
��� ' ` �NO TIL BATHROOM SPACE. REMOVE INTERIOR PARTITIONS
-__-------____ _ _____ AND ELIMINATE BEDROOM #3 AND TWO EXIST.
___ _:___-_ =-__ -_- - - - - ' BATHROOMS. REPLACE WINDOWS AS PER PLAN.
TABLE R602.3(I)
- - - - - ------------- - ---- -- -- - ---- FASTF_NIN5 SCHEDULE
EXIST. ROOF E'-:IST. ROOF____.,
_ .... ---_-______.__._. ___._.___..,_-------_-------------- I acscwrrlonOF eLULrnrJs o.>•ren'rs T�TTPba4 arwlr6 Al'ro LOLAnoN
__.._ _........ .: :....__--_-_..._�_. Aim
EXIST. ROOF ADDITION I OF FAS
- _ --_ - ---- -- -- -- - - - '- ----- _--------------------------------------- ---------- Raaf
----------------------------------- --"---- --11'11----- ------------ _---- - - "-----'---- -_-_--_-------------------------------------_-------------------------------- _----- 4-ft El(2 "X0.113•)04
.. - ........... . ... _ ._- -. .. - - - _ ______-- .___ ._.__.-- __- ___._ _ NIM LIG ANCJKR,g MANA•ALrURW 5Y I C4 LELIHo JOISTS OR RMTlRs OMrron M A".O IN"),m
....... .... .... .- -. .. _ 4-Dd L
-------._____.____.__._.___._-___._____ _.__-_.___------------ ______________ _. TOE NAIL
-- --- ---- ------ --_---- � ---_- ---_--------------------- --- `-_--------.- -_=_ NO.APPPOYID�EW�L6NlP.gni T m TOP PLATE". 3-la]SOX(915?0.1]6.1,OR
PAINTED CEDAR SHINGLES __ _ _ _ _:,.XO 151 (2h
TO MATCH EXIST. - -- --
EXIST. EXTERIOR WALL OF GARAGE - -- - ----- -- - - -- u-JO1sr6 To Tor"Te �BOx rJ.alit PEA) NAIL
3 LON6�oN a J5 a
-- ----------- -- --------------------- --------- 2 �' 3-led Box!]15'.x0am7,as alsr TOE---------------------
--- -- - ------ -- -�-� - --- � - 8-0'XO 191"NAIL.
ROOF RARE J
r n TD PARNLFL RAFTS{
S LAPS IP N PAR),TIONS IAar SrWomt R602D.1,fe60]D� PAGE HAIL
i I _. '" 9-16d Cd�I1+L N ro n"%D IA9"J,aR
E ------ '-------------------------------- _-- '- ----...--- ---------- --- - POST LA"MNlLPMTACSD Ef Slt?5(N �t
.._.. .. .... ....... . ._. .-. ..... .. ___....._.__ ._-_-__ ...-_____._..._-.__..___ _ 3 ,AS,PER M/lllA'AGT!*ES SFLLIriGAnLt3 TrALtR'D TO PAAVIEL R.-prm 1"60225-IhJ
and Tabb 860351 hA '%OI I"NNL5
TRON6-TIS!Clot4l TCXiS Move).No.Bf132 74,
'-` -'"- OR APPRWED EWIVALENT INSTALLER LEYLIYY9.DISTA
.. ..._....._ ...... .. _ .. ...... - .. .. - 4 MEE.JOINT). TAMLe
[.rs 6s¢tloR Ra07 AI.R602D9 artl i,Dlr 8607 5.1 h)L fKE NAIL
NEW 40x70 NEW 40x70 NEW 40x70 2x3 2x3 I\E_W 40x70 4 adBOXPJ'X0126"Jae
CASEMENT CASEMENT CASEMENT ( N G N G CASEMENT DECORATIVE COW"COVER ° KPOF ST'RAPTa TER ACE 1` O"''x2D5a a-'°"`gh1NAL.S o14D"),cR PALE NAL EACH RAPIER
4-s•Jwdsr'NA1L6
I `"N`C421*44. r''rr r f
t m PLATE 4-10d
90X NAlb ILS fa Xo j'Xa.135"J OR 7 TOE NAILS ON aSIDE.•
la•AF-TEFa DR ROOF nRA6 EI uXHhtON NAILS M• 1467,OR AHD I IM NAIL ON OPPOSITE
4-101 @OX 13'=176%OR SIDE OP EAG.WAYTER OR
i Rx"'CeAw ANCHORS /f.•,'' 4�3'%0ar NAIL5 TSI
MANLPA TRC BY r 4-164 b j"%a 195'1 OR
3MPSCM STRR -, 3-IOd C.H14ON(3'%0.1469,al TOE TU.IL
EXIST. HOUSE I aN'omAprltrnRR r
EWIVALENT AT f r 4^IOd HO%(3'%0,12x"),Oa
EVERY E`RAM TO rr T WOOL RAFIE"TO RI Opt,VALLEY OR HIP RAMMS OR 4-3'XO.I9I"NAILS
JOIST CONRECTIO14 19S!.KIf1G ROOF RAPIER.TO MINIINW 9'1 R1D _BEAM
DOTH ' 2-166dd SOGaMTmait(3 Y'w 162 J,OR Tae NAIL
I
9-IOd EO%f3"XO I]6"},M
I m SIMPSa1 z4t x cot Im9 OCft TORS 9-6'X0131"NAILS
f TO INCREASE WRRO-IRR RESISTANCE
--_ 1-4 6 16'0 ; POR ALL 4AROV6ARP IN
CONIHW.L
W/All UJ*M<k led COI4MON(I A,1X 162'1 24.-FAI.E MAIL
" LINE OF NEW FLOOR HEIGHT BEYOND
6 91%0 m STA NOT AT BRACED WALL PAN6J60
E P09T G CPK� ANo.VIC82-00S
ST s tAbB Fri N�AlI�A1FysJ T 1NTYR!dGnNb WAIL Od p'xa ua•1.LR y^O.C.PALE NNL
- - - - -` EXIST. EX7EMOR WALL OF GARAGE POST CAP MANLPAGT.RED B"SMSON xo1s19 NA1Ls
5 PER
. STRO/19-TIE CONNECTORS,MODE.No.acza-v4
NEW DECK AS M �SPTIJON'VI ICIGATLLM , XO�}�,NAILS •J'� 17x0 PAPS MAIL
A ,.�IAV(Ji3t L0.d ALO COLLMN Ibd c MYON P}Yj'yn 16]'1 la"OG.PX,E NJJI
A 16d LRT-tON(3 K"X[J 163'1 Ib"OG EAW ECbE FACE N JL
La-tR4t BASE MANP'AGTtIIRm 15""'P50"""16-M' I0 EUILTiA HEADER CJ'm]"HEADER WITMY�'SPACEW
WR.C05O66-SD62*STALLED A6 PER MANJFAGTRREAS Ibd BO%F1 yp'XOI%"1 12"OG.F-41-1 EDGE FACE NNL
I I
r" '3PELPILATtQ150R APPROVID EWKILCiT
I I i{^ •i-6d p0%h)S'ND.I IS'),aR
V tomonm 11
NEW FOUNDATION I EXIST. FOUNDATIONaft-815�GV INN caNnw2usHP.AOEamSnD 'Ia SN J5'Y0.131J.OR roe NAE
I ! 4-IOd 90X CJ'%019D"
16d GOMT47N(3 iy'X0,162'J 16"OD PALE XNL
E@ ADDITION I @ GARAGE
TOP'
I] TO•'PLTE rO TOPPLATE �Be`m,xOab.�),•TLtLR3•io1 IJ 1
62.1,x4
rr OL FACE NAIL
-- -- -- -- --'-- -- -- -- -- - -- '-- --- -- ------ ----- ----- ---- - f .A� TH SEMxIC 'Xa.135"::oR
�x(3'XD 126'),oFl PAGE NAR.ON EAG*}ILC ar
V IOL!TCP RATE SPLICE POR SDC' M
5PAGINB<]S - X0.131 1141E a NT IMINIMM 2si LAP
1 I
>'J0.tLED 19-IDd BOX
i]G" " END JDI
•li.ILE LEN6T1 EACH sine OF
Is END JOINT)
VOLE"Tor TEATS sPLIGe secs D 11.OR ,AHD
I_^-led(5H"%O I9s'1
-' -- � f9R.Af.ED HALL LINE SPACING k,154
O I
COLUMN it`! STRAPPIT`IG DEi'AIL bd LGN MON M A.,X01627 IV•OL PACE NAIL
14 DOTTOM MATE TO JONT,ICM JOIST,HANG JaIST OK 16d BaX(S n"x01!5'1,Oa
L BLIKKIIHb AY r AT gRACEO yytN1.PANELS) 3•.X0191')NAILS 17"O.L.PACE NAIL
SOUTH ELEVATION ( SIDE ) EAST ELEVATION ( SIDE ) 3-16d SOX t3$'W)NO.
aR 3 SAH 16'a4 PARE MAI_
G HDrroM PLATE m JOWL,ICM JOIST,HAW JO}T OR ]-16vd LCMMON(9 XX0.161'),OR ]SHUT Ib"OL.FACE HAIL
BLOCKING(AT BRAC89 W41-1.fM€L'al 4-9'%D.191"NAILS 4 EAcl1 Ib"04 PA:E NAI(
ted SOX(2 "%0.113'),OR
9-Ibd BOX(3 Y Iss'l;ae
1 /4 = 1 '- 0 " 2 . 2 . 19 /4 " 1 '- 0 " 2 . 2 19
4-OQ w-mvN t])5'•w0.P11'),OR TGE NAIL
-106BOX(9'X0196"),OR
16 TLP OR BOTTOM PLATE m SRC 4.9'X 0I31 NAILS
9-16d SON,m j"%a.1331JI OR
_ 9-16d_HMO I(S 8.2%OR END NAIL
5_,W SON(O"AAW");OR
3-9'X0,191"NNJ
3-ICw Box(911X0126"A OR
IT TOP PLATES.LAPS AT CORKERS AND MTER9CLTa a 2-166 COMMON h JS"x0162'Jl OR PALE NAL
IINALL STUDS+16"D.G. S-5'X0.131"NAILS
3-BO%(2 'X0.119"I OR
7-bd LOMMOJ CS,yJ'•JW J5I'JI OR
16 I'BRACE m EACH 5T1ll9 AND PLATE ]-lad BOX(9'x01LLS"Il OR RALE NAL
2 STAR),1 a•
16 SO.COL 5TRAPPINa MANUFAGTUFlE77low rwv]E xa. ;OR
BY SIMPSON STF41N&_TIE G01"PecTORS > 3-w caMMaN(7 K'•X01319:OR
M I'%6'SFr ATwNG TC 1!f BEAACN6 7-1"DCX(3'XOI]6'),OR
MODEL NO.L5f6 OR Al E'MCSlEb EONVAL£NT (T A
2 STARES,I"GROWx I PAGE NAIL
i:Fe ba-177
I GMNYJN .'xo IB1"1,OR
-
ff.' S-IOd COx 17"fX1,I26'J:ORJ iX,�•L'NS
5- O
!lOTTOM*{A S STAPLES."GRONN.16gMJ WL"
flum J•7 .^O I.x 6"Alm YNID9¢94EATHINS TO EACH TEA41TA5 WDER THAN"%a' PAGE NAIL
Fe,d SOX 12;"K0.119'1,DR
•'+ 9-Dd GOMNCN(]yi"XD.151").O'R
S-lad BO%f3"x01]6"),OR
4 STA.LL'S,I'YAtOWN, e J}'."LONS
-
L-4-ad PDX(2 "XLtl19').OR
TO SIL
21 JOIST L TOP PLATE OR 6'81X8 ff a CamM e214' _11111"),OR
9-fad BOX(9"X01361e OR TOE NNL
S-6'X0 INT"NAILS
SLS Lr(.D�JIR ad Box(1 5).O 1"5') 4 OG.Tot:NAIL
22 RIM JaST,BAND JOIST OR 9Lq'K"V6 TO SILL OR TCP 6d L91iNK7N(3IS'xD.131'•):OR
FLODR JO@5T PLATE(BOOP APPLILA7ION3 ALSO) IOd BOX(5"%0129'),QR 6'64 TOE NAIL
11"x0191'NAILS
2-ed(2A.-Ir),
oR
23 I•%6'RJBFLaaR OR LE56 m PX.Fi JOIST 3-IOd SOX(3"%0.126"1.OR PALE NAIL
2 STARES,I'ICWa 06 16gaJ V L"1.'L
242"}IIDPLDaR TO JD19T OR 61RDL'R a-IRE BOX(S)j'xo.135");OR HLI,gj ALIO FK.B NAIL
2-Ibd COMMON IS vX0.162')
33 2'•P-AN%..(RN(K 4 BEAM-MOOR t Pi S-16d BOJ(F3 4xv.1t6•'1:OR AT EAG1 BEAR*®.PA="L.
16 Ba.COIL STtiAPPtNS MA!JIIFAGTVR� 2-lad CONMO1 lg X,^XO 162')
BY SV"IPSON STR4940-11F GC7 ..TC.I.J � 3-1&i LdMMON-��'%O 162"
MODEL Na.G516 OR AAPTROVEID EGi)1 VALENT' ALL STRAPPING TO BE w BAND oR RIM.b19T TO JOIST ZO Box(3"x0.196
/ ADD NEW 1-3/4"x11-7/8" LVL RIDGE 4-5'x1
X0.191"NAL$,Ola ENP NAI L
M�E3TALJ.ED AS PER HANJFAGTVtzES
SPEGIFIGATRCNS AID NYS GOOF 4[p-STARE.),,d'cRamJ
ADD RIDGE STRAPPING TO CODE KA"STUDS *Ib
as 206 W1MON(411XO IM77;am 32.OG.AT TOP AND BOTTOM
EXIST. RAFTERS & SHEATHING zT ewLr"Pe'RDreSANVHeArs,7ING LUNeERLAt"5 loXSorwm 22AMP 0141,06-mNAILLAA"T ON
lod Sox ry"XDasS'1,ae
EXIST. FLOOR STRZAFFINO 01�T,AIL
DECORATIVE ,1
AND.
]-wd CaFR40N Wxa.ft%OR PAGE NAL AT r"AND
� 1-Pad VOX NAILS116"),OR AT PxM SPLICE
5 191"NAILS
BARN 4 'Koffi IWQ
DOOR �
06 LrosE+L 3m1P sA"ronr*6"L2PSTs OR.RArreR6 15=COMMONA, OR A�GACH JR1x aR RAPIER
"%0.16]",
EXIST. ROOF R-3C BATT INSUL. @ CEIL. 43•XD191NAL51"
EXIST. ROOF Y,•..f,. ,.,,- 7 - ---- ;1. Iv : - r aD, w
! BRIDG*a TO JOST 7-Od(9X0126'1 EACH TRS L
..;J. {, `';',:,'.,�•�', �: I.. / 7`%' J.Y J> f�-("((l' f �, } YI
Y 1 t'.1 ',f "1 v '',• '•�)Z 1�! ,S) ! "4'1 i t�'�'}l t. .7" J 1" Y r W ST6l'TUtAL PATELS,'..tlei�S'IOR ROOF AND IM'LyeI OR WALL'J EATHINa TO fR.AMlN9 ATm IARTILLE BOARD VMLL
- it-', �z -r.,- _ .. I't u - S1 •.< 4t VSE 5tMP50N 1M C41 t0 HC144 GONSGTCR4
OVER ENTRY - ="`J __ -_ -_-_ .: Z ( 1 SHEATHING m PRAM'ING L5EE TABLE R6099N7 POR WaaO STCIGT6CY.PAWL EXTERIOR WALL 5NEATiHNO TO 17ALL FR,AM*G)
Y t TO R ALL SE GO'RROE;ONt OWE T ION m crnTMON(2°X0113')NAL(sly,WALL) r
PORCH - t) t' FOR ALL tW ACO RC TION 9a 1L''-h' and c.ora4sn4 L7ly'f0DJ91'JNA1L MDDTI s rz
.t .$.. - s1 ")s,"•F ed ccMMaN NAIL GK•XoaB1.1 a rz'
. hlA[1 5TCU79+L6"O.G. lad un,rt+oN ls-xolna"1 NAIL aR
ADD NEW 2X8 @ 16" OC 6d(9yA•x01a1•)D@FORMEONAL
NEW ENTRYILL = E_'1 CEIL JOISTS BOLTED TO tADD BLOCKING a2 Ix-1�" 6 rz
2E3 3
:UE
DOOR 2x3 2x3 EXIST. RAFTERS 39 a �aR LRawN APLE w,a. 5 6
114.5'R ZTUIW.LELLLILASIG fi1BG HSOAI4a v7Atd$CS It.'FGPII L,
}r�enTTnNs 11
N G A N I G A N I G A N I G a4 S%..SN1�TILR.AL C 1 ac1G FIBS 9 UA C7 DIA,METM aR r cR0X4N STAPLE l g" 5 a
Ll L EXIST. INTERIOR WALL r EX ST. PL. HEIGHT d 'p4YA1112®Ro0r1�9 AwsA e
95 h•oYFwM 5TEATNM6
'i Q ElOT1'OM PLA d GA1 7
. q1ha
1
0AL.VANIZED ROOFING NAIL.STARE
IRim JOIST ab 1r'6YPSIIM_.._.THINS GALVANI�b,1 i6.SGi�YG,TYPE W OR S T T
NEW INTERIOR PARTITION
--- QJ WRCA STRLSTRJAL PANTEI.}COINBINATC*YBPIOCR NmEWJ1tT1C4r TO MAXINs
-ADD R-15 BATT INSUL TO Al F,<T. WALLS 2X4@16" OC STUD WALL c 6d P42R ED(2'9O t2a)NAIL,OR
1/2" GYP. BD. EACH SIDE TYP. OTT '^ bdLOMMON3k'NOJSI')fWL ° rz
C'(X NEW MIFF 6d ccNINTON C2'xO.E1"1 NAA.raR
EXIST. EXTERIOR WALL OF GARAGE FIN. FLOOR CLOSET '° x'-'' 6d DETLRM®(25'xO.1]a')NAL ° o
NEW DECK FIN. FLOOR
:i 1/2" CD` PLYWD. UNDER!^,^;/LENT 1/2" CDX PLYWD. UNDERLAYMENT ,,,1 I,,L,••I,L. 10dcOMIrONPJ"xa14a'JNAIL,oR °
E ad DE FORMf39 p y,'xD.12a9 NAIL
PLAOR t,T SamL FLOC 51,1 11,h.2s_4 mm,1 P=L.SO4A,nm,I MILE RR HO R.0 441 Moll W
5/4x6 WOOD DECKING 3/4" SUBFLOOR 3/4" SUBFLOOR Nt sT"t.D•ASPEPER Be
_� PLOOR JOt9T k69TAlJ..ED AS R HANIPAG7URP5 a MALS ARE SMaaTH CZIM OR BOX OIE DEFORMH9 SHANKS EXLErr WHERE OTHERWISE STATED NAILS Y:fD FGR FRAMINS AND SHFAN N6
2X8 @ 16" OC DECK JOISTS 11 2X4 @ 16" OC JOISTS TC` ADJUST HEIGHT 2X8 @ 16" OC JOISTS TO ADJUST HEIGHT 5u TEAT, { IF�ATJ A TI 40 M wA R R w 014 aR°G a IriANK aIME mor a.la lNLH god
--_-- -___-_ ___ STRAP JOISTS TO GIRDER I; R-30 RIGID INSUL @ FLO:,,+", R-30 RIGID INSUL @ FLOORS TERMITESHIE ;✓f�600,STRAPTIES MAtUPAGnJRm LrANE afa14]1NL aRLESS °°"'AM°'D"C5�13"�
-- -- -' ---- --- -- ---- ---- ---- -- --- ---- --- -- ----- ----- r CATION BY 5"-ION STRONS-TIE GON}cGTDR$ a.STAPLES N€l6 SME xlR AW HAVE A MIMM Tn6-IFGH ON OAM GROs V WPOTH.
No.G616 OR APS'I E UIVALEN T. c.NAILS SHALL W WAL£D AT NOT FU'I�THAN 6 l G S ON CP MPR AT ALL`JRPORM HHETE'_5rA Aft 4e INEFC OR StMATM
--- - d.PcxR-Pc+vT'HY a-POor aR 4-roor ar M-raar rAMLu 51w.1 APFueD v�'RncALLr.
:r,� +; -- - ------�_ r%--- ;-1,71 1: ------ --- STRAP TO HAVE MIN 12"CEAMN9 THE 57M
N MASONRY RY T P ,' f `k',. 'Y".; f ,! Gf'L a.5PAGN6 OF PASTENB+,S NOT*GLIJDED IN THIS THELE')HALL>'k BASED ON TABLE:P60]3 f71.
NEW SO STOOP EXIST. .��r�,�.'.�..,.._.,��:>:t!v.:.x.��=�:�.:��Ys1:�." rx�1-'�.�;~r':��•.•.�.,,�1':' ,. 'tip..>r
1�:, - .i't',•i✓..✓ ,'�'1a°i�� °� .ztt.'�';n;.=<.1:�',.,•2'rzJ;xu.::z.4 .�.us 1.� ._.?s �,ir1_;,y'�._.-.r"h�'11.�:✓._z.,7�.�.•t:,ats%'Y'x`'^"'-='='ice AND Y4eAP V�SILL PLATE AT PC'IfiiDAaTICh, r_we+ae TIS uLnw.Te Deslrax Ja11'�sP�n Is 190 r4rw GR LEss,Nn1Ls Ica ArTAru1Tr6 w�oP srnucTURAL PAT.1F1-RooF sNE.A1HIMa ro
EXIST. PORCH H J C UT S GABLE Elm WALL TH..wMING SHALL Ek SPACED b INCHES Ofl LtlITER Wi41tE THL LLTIMATE DESIGN WINO SPEED IS GREAT134 THAN 190 MPH.
STOOP 0 "x4 STL,SE ARSNB PLATE MANUFAGTUIOV N+L5 aR A TACH N6 PA FL RGOF EA N1Ns TO*po galA[SUF GR S S ALL BE E£SPALm 6 IN E GN LEN @t FOR M NAM M 4a P C
2X12 ACO LEDGER BOLTED _- 2X6 ACQ GIRDER BY5�eTFaNb nE GGPP GTOftz MovEL No. D'sTA"cE PRO"RIV&eS,EA`"A,roV6A%_EEND KAu%ASO 4INu4es ON r,EMTER TO 6#ZLX ENo WALL 1- 1"G'
BYP3'M SHEAniIN6 af4W.GaNT`aRl4 TO ASTM L 1896/J4R SHALL BE INSTALLED*K.LORPANLE Niel 6A 255 PIEN!iWARD STEANiN9
;1_ II L S"OR APpFEpV®7 MWALENT LONroRM r0 ASTM c 206
TO HOUSE FRAME. "_ h.SPACING OP PASr91ER9 a<rLCLR SHEATHING E06E9 APPLIB m PANEL E96E9 sLPPGRTED 3Y PRAT9NG MLM9tRS AND RfA!'RED
BLOVQNS AND AT FLOOR PMt4VTERS ONLY.SPACING OF FAS"IFNFR5 ON ROOF V ehTW46 PAWL EDGES APPLIES TO PAKEL EI EaES
EXIST. GARAGE SLAB
GAL-%-xf2T HOOD ANCLIOR BOLT SWPPORTED HY FR-W,INS MEMaBTD ANO RECUIICD&DGwNS fti_ KmNG Or ROOT GR rLoo,,9NEATNINO PANE_EDOCS rmrrwIL R To
. -+5'-0'O.G. THE PRAMIH NEh&JCRS NIT�%T OF PTtaVI £X 2 As RrG IPI BY ONER,P%aVIMI OF NIS SDE FLOOR PC3aJ�SHALL Se-
W T HK CIAMM-ENT INTO C.ONGRETE w-ORTLa SY FWAMING_`-ER5 aR SOLID TSL lws.
1 I:..• •MT.ON 6-1.2'OF EAG4 END OF PLATE ON ONE SIR�f IE 15 FRN=TLN ANP OTOE tW L5 FRO•A TTFe AN AD� GEI LLIN6IJOIISST TO TOP�ISf IN�AC4O�NYB WITH SGIEVWX.THE TOE NAL O
21-2X 2 ACG DECK GIRDER ANCHORED FOUNDATION STi��AcPf 1N6 DETAILTTEOFPOSITESIDEDPT ERATLSpNO
SHALL EEW15=t®,
I TO 10" POUR. CONC. PIERS
FJ -- - - - - -- --- - - -- - - - - - - - -- -- - - - J 24"x8" POUR. CONC. FTGS @ - -- - - - - - - - -- - -- - --
E- - -- -- - - -- -- -- - - - -- -- -- -- -- - -- - --- -- --- -- - - - - -- - -- - - - -- -- - - - -- - - - 0;, MIN. BELOW GRADE
-- - - _ . -_ ._... .. --- --_. -_.. _-- _ __-- _._-- -- _-- _-- _-- _-- -- _. _-- __-- _-- ___-. -- _-- -_-- -_ -.-- _-- A- 101 FLOOR PLAN, FOUNDATION PLAN, NOTES
A- 102 SECTIONS, ELEVATIONS
NORTH ELEVATION ( FRONT ) SECTION # 1
1 /4 " = 1 '- 0 " 2 . 2 . 19 1 /4 " = 1 '- 0 " 2 . 2 . 19 IT 6 - �P ° Efwy°,�� ELEVATIONS SECTION
S/8 OxI2 STEEL AW-+40P. +, O 1
BOLTS AT 3'-O"O.G, MAX. * Q .rix! f1• `rte
MIN E'memt-ENT OF I" r- Lo
SM2
SCALE AS NOTED JANUARY 30, 2019
S
ficNP�V y
a Tess
A 102
Lpermits I drafting expediting 2 OF 2
ANCHOR BOLT DETA;I L
PO BOX 49
JOAN CHAMBERS SOUTHOLD NY 11971
631-294-4241