HomeMy WebLinkAbout46182-Z S4FFot,�c Town of Southold
ao� oGy� 4/29/2022
0
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43022 Date: 4/29/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 105 Fleetwood Rd., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 137.4-8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/1/2021 pursuant to which Building Permit No. 46182 dated 5/4/2021
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"as built"covered porch altered to living space with roof-top deck to existing
single family dwellin ags applied for.
The certificate is issued to 105 Fleetwood LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46182 12/15/2021
PLUMBERS CERTIFICATION DATED 2/15/2022 \BerMd P&H nc
ut ori ignaIure
S�FFO��c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
z TOWN CLERK'S OFFICE
"may • o� ,, 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#: 46182 Date: 5/4/2021
Permission is hereby granted to:
Farley, Lance
24 Maidstone Ln
Wading River, NY 11792
To: construct additions and alterations and to legalize an "as built" covered porch altered
to habitable space to an existing single-family dwelling as applied for per Trustees
approval. Additional certification may be required.
At premises located at:
105 Fleetwood Rd., Cutchogue
SCTM #473889
Sec/Block/Lot# 137.4-8
Pursuant to application dated 4/1/2021 and approved by the Building Inspector.
To expire on 11/3/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $533.20
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $134.40
CO-ALTERATION TO DWELLING $50.00.
Total: $717.60
Spector
OF SO�ryol
Town Hall Annex ~ O Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 Q sean.deviin(cD-town.southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: 105 Fleetwood LLC
Address: 105 Fleetwood Rd city:Cutchogue st: NY zip: 11935
Building Permit#: 461$2 Section: 137 Block: 4 Lot: 8
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Peconic Power Systems License No: 45056ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor X Pool
New X Renovation X 2nd Floor X Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 55 Ceiling Fixtures 11 Bath Exhaust Fan 4
Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 17 Smoke Detectors 3
Main Panel X A/C Condenser 1 Single Recpt Recessed Fixtures 40 CO2 Detectors
Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3
Transformer UC Lights $' Dryer Recpt G8S Emergency FixturesTime Clocks
Disconnect Switches 55 4'LED 1 Exit Fixtures Pump
Other Equipment: Fridge, Gas Oven, DW, Micro, W/D, Hood, 200A Panel 42 Circuit/26 Used
Notes: Two Story Unfinished Basement
Inspector Signature: Date:
December 15, 2021
S.Devlin-Cert Electrical Compliance Form
5
o��pF SO�r�,ol
� o
Town Hall Annex .yL Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959oI�CQ�IV
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: k-bruo-U 00aa
Building Permit No.
Owner: y1000(i �Piyl
(Please print)
Plumber. P.-14
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
'AMtubers Signature)
Sworn to before me this
day of 20 o�.a
Notary Public,S-LF�AY-- County
MAR 4 2022
Dana M.Behr BUILDING L)Ep
�---'
NOTARY PUBLIC,STATE OF NEW YORK TOWN OF SOUL HOLD
Registration No.01 BE6371759
Qualified in Suffolk County
Commission Expires March 5,20 0��0
pE SOOTyO6 O � �� J
# TOWN OF SOUTHOL BUILDING DEPT.
765-1802
INSPECTION
`[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
cl
DATE 2
�/ INSPECTOR ��
OF SOUIHp r• 5L L"/ j t Com-2
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycouHn��' 765-1802
INSPECTION
[ .] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING-:
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE.,&-CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[
]-- ELECTRICAL (ROUGH) __WLECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS. o-`1`D
DATE L INSPECTOR
-
# # TOWN OF SOUTHOLD BUILDING DEPT.
`comm '' 765-1802
=
iNSPECTION
[ ] FOUNDATION 1ST -[ZROH PL13G.FOUNDATION 2NDATION/CAULKING
FRAMING /STRAPPING [
[ ] FIREPLACE & CHIMNEY [ " ] -FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [_. ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: 0_,.00e
AD
DATE Y INSPECTOR
N. J. MAZZAFERRO, P.E. -° JUN 1 5 2021
PO Box 57, Greenport,N.Y. 11944
Phone- 516457-5596 -- .-Tr r>�
Consulting Engineer
June 10, 2021 Desi2, Construction, Ins
7ection
Page 1 of 1
Town of Southold-Building Department
53095 Main Road
PO Box 1179
Southold NY 11971
Re: Farley residence
105 Fleetwood Road
Cutchogue,N.Y. 11935
District-1000, Section-137, Block-4, Lot-8
Building Permit Number—46182
Inspection—Framing
On May 27,2021, I inspected the construction at the noted location. The inspection
covered the framing for the alterations to the existing residential structure. The areas
inspected included the basement, first and second floors of the new house. The framing
work included exterior and interior walls,floors, ceilings and roof. The inspection results
are:
Items inspected included lumber type/grade, lumber size, dimensional spacing, framing
connections, header sizes,bearing, strapping(new work areas) and integration with the
existing concrete foundation.
The framing work was done according to approved plans and in compliance with the
applicable sections of the IRC,NYS and Southold Town Building Codes
Result-The framing work, as verified by field inspection on May 27, 2021, is compliant
with all applicable codes.
OF NE Y
0
CD
!.MA
O '9.0
Nicholas J.Mazzaferro,P.E.
0
ROFESSIOW,
N. J. MAZZAFERRO, P.E.
PO Box 57, Greenport,N.Y. 11944
Phone- 516-457-5596
Consulting Engineer
June 11, 2021 Dem, Construction, Inspection
Page 1 of 1
Town of Southold-Building Department
53095 Main Road
PO Box 1179
Southold NY 11971
Re: Farley residence
105 Fleetwood Road
Cutchogue,N.Y. 11935
District-1000, Section-137,Block-4, Lot-8
Building Permit Number—46182
Inspection—Rough Plumbing
On May 27,2021, I inspected the plumbing construction for the Alterations at the noted
location. The inspection covered the interior plumbing roughing for the Drainage Waste
and Vent System(DWV) and the Water Supply System(WS). The inspection results are:
1 —DWV— System was fully exposed and readily viewed. I observed all drainage and
vent lines. System constructed as required. New installation will be connected to the
existing system. All construction was done in compliance with the applicable sections of
the IRC,NYS and Town of Southold Building Codes.
2—WS—System was fully exposed and readily viewed. I observed all hot and cold water
supply lines. System constructed as required. All construction was done in compliance
with the applicable sections of the IRC,NYS and Town of Southold Building Codes.
Result—Based upon inspection of this project and to the best of my knowledge, belief
and professional judgment, construction as installed complies with the plans and
applicable codes of the Town of Southold.
OF N ti YD
Nicholas J.Mazzaferro,P.E. 3. MA
U �
r �
o 0 2�
A �
FEss►oN�'
"",
liI'I,
TM
-
jSSr-. L`tti .} .aE fi�ia
Radiant Drywall and
Insulation Corp.
P O Box 899
Middle Island,NY 11953
Phone:631-924-0500 Fax:631-924-4584vi roDr
Commercial Lic:Suffolk:36254-H Residential Lic:Nassau:H1901650000 r`w 3uscaa:.ep2a
DATE : 3-3-22
JOB SITE: 105 FLEETWOOD RD CUTCHOUGE NY
TO WHOM IT MAY CONCERN:
REGARDING WORK PERFORMED BY RADIANT INSULATION
SYSTEMS
TO ABOVE DESCRIBED ADDRESS
ALL PHASES OF THE ENVELOPE STRUCTER AND
UNCONDITIONED BASEMENT MEET THE NEW YORK STATE
INSULATION BUILDING CODES.
RESPECTFULLY SUBMITTED,
KEITH CHURCH
ESTIMATOR AND SALES REPRESENATIVE
RADIANT.INSULATION SYSTEMS
GOM1ViENTS
FIELD:INSPECTION REPORT 'DATE
FOUNDATION(1ST) 9J H
FOUNDATION(2NA)
i�lb WL
ROUGH FRAMING:& y
PLUMBING:
S1 ,
INSULATION.PER N.Y. H
STATE ENtRGY CODE
FINAL
ADDITI(QNAL 0i NTS.
� 2. . '7-,r-( o.: .5
8L-�1 C o
IVz
� ff�tcobTOWN OF SOUTHOLD—BUILDING DEPARTMENT
g Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
oy o� Telephone (631) 765-1802 Fax(631) 765-9502 hllps://www.southoldtommu.gov
Date Received
APPLICATION FOR BUILDING PE MIT
Z
For Office Use Only
PERMIT NO. Building Inspector: _1
'AdAPR - 1 2021
Applications and forms must be'filled'out°in their entirety.;Incomplete
applications will not be accepted: Where the Applicant is not the owner,an t• -_`, 1�tF. ,
Owners Authorization form(Page'2)shall be completed.
Date:3-20-2021
OWNER(S)OF PROPERTY: '
Name:Farley SCTM# 1000-137-4-8
Physical Address: 105 Fleetwood Road, Cutchogue
Phone#:631-764-3098 Email:erin.dwyer08@yahoo.com��
Mailing Address:
CONTACT PERSON: ¢
Name:Nancy Dwyer =
Mailing Address:p0 Box 1.569, Southold
Phone#:631-739-4617_ v _ __® Email dwyerdesigns.inc@yahoo.com
DESIGN PROFESSIONAL INFORMATION:
Name:Nancy Dwyer, Designer
Mailing Address:
Phone#: Email:
`CONTRACTOR INFORMATION:
Name:TBD
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION .
El New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other Interior alterations and updates,new siding and windows,front porch $
Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? ❑Yes W No
1
PROPERTY INFORMATION
Existing use of property:Sill le familyresidence Intended use of property samem_
--_� a -_-. 9 -
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_q this property? ❑Yes ®No IF YES, PROVIDE A COPY.
® Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as 1provided by
Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted B (print n e): ��;� (✓ BAuthorized Agent ❑Owner
_
Signature of Applicant: ��
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6185050
COUNTY OF ) Qualified in Suffolk County
Commission Expires April 14,2-
Nancy Dwyer being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Designer
(Contractor,Agent,Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of 20c /`�-i' `/l/t�ri
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
Board of Trustees Application
AUTHORIZATION
(Where the applicant is not the owner)
Owe, J51-10 ro"r
owners of the property identified as SCTM# 1000-
137-04-008 in the town of
Nancy Dwyer
Cutehogue ,New York,hereby authorizes
to act as my agent and handle all
necessary work involved with the application process for permit(s)from the Southold Town
Board of Trustees for this property.
roperty Owner' Si ature Property Owner's Signature
�.----- - _- SWORN.TO BEFORE ME THIS.= DAY OF..
.J�
tary Public
NAYLE1f 11. Vaik
Board of Trustees Application
AUTHORIZATION
(Where the applicant is not the owner)
I/We,
owners of the property identified as SCTM# 1000- 137-04-008 in the town of
Cutchogue ,New York,hereby authorizes Nancy Dwyer
I
to act as my agent and handle all
necessarywork involved with the application process for permit(s) from the Southold Town
Board of Trustees for this property.
�p � I
erly er's Signature Property Owner's Signature
i
�\ i
SWORN TO BEFORE ME THIS DAY OF 20.a�
RACFIi_L GONRND
Notary Public-State of New Yarh
Notary Public NO. 0 1 C06288754
Qualified in Suffolk County r
211 l"y Comm+Ssi Etti}ir,s Son 9,2n2t
1
i
Glenn Goldsmith,President ` �®f S®v�� Town Hall Annex
A.Nicholas Krupski,Vice President ,�®� ®�® 54375 Route 25
P.O.Box 1179
John M.Bredemeyer IIIJW JW
Southold,New York 11971
Michael J.Domino Telephone(631) 765-1892
Greg Williams �® ® �® Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 9828A
Date of Receipt of Application: February 11, 2021
Applicant: Lance & Erin Farley
SCTM#: 1000-137-4-8
Project Location: 105 Fleetwood Road, Cutchogue
Date of Resolution/Issuance: March 18, 2021
Date of Expiration: March 18, 2023
Reviewed by: A. Nicholas Krupski, Vice-President
Project Description: Construct a 3'x14.5'wood deck landing with stairs to grade and
handrails; existing second floor 12'x14.5' deck above sunroom to be re-decked with new
handrails around.
Findings: The project meets all the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an
Administrative Permit allows for the operations as indicated on the site plan prepared by
Nancy Dwyer, dated January 28, 2021 and stamped approved on March 18, 2021.
Special Conditions: None.
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be
required.
This is not a determination from any other agency.
Glenn Goldsmith, President
Board of Trustees
Glenn Goldsmith,President �QF SUUrTown HaE.Annex
A.Nicholas Krupski,Vice President ,`O� ��� 54375 Route 25
P.O.Box 1179
Eric Sepenoskii Southold,New York 11971
Liz Gillooly G Q Telephone(631)765-1892
Elizabeth Peeples '�► �� Fax(631) 765-6641
ol, routm
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
'1903C 'Date: March 16,2022
THIS CERTIFIES that the construction of a 3'x14.5' wood deck landing with stairs to grade
and-handrails; existing second floor 12'x14.5' deck above gunroom to be re-decked, with new
handrails around; existing 15'k16' on gradepaver patio;
At 105 Fleetwood Road, Cutchogue;.
Suffo.lk'County Tax Map#1000-137=4=8.:
Conforms to the application for Trustees Perinit heretoforelfiled.in this
office Dated February 11,2021 pursuant to which Trustees Administrative Permit#9828A
Dated March 1.8,2021 was issued and Amerided-on Ma.bh-1.6,2022
- and conforin§.to all'(if".
.therequirements and-.eonditioal l
ns.of the-appliee provisions of-law.
The project•for which tliis certificate is Being issiied. s for the.construction of a 3'x14.5'
wood deck landing with.staiis'f6'`-grade and handrails; exisung.secoiid floor-12'x14.5' deck above
sunroom to be re-decked, with-new handrails arburid;�ex sting'15'x16' on grade-paver patio.
Tlie certificate is issued to LANC8-*&8RIN FARLEY'owner'of the-aforesaid property.
:'�
Authorized Signature• - '
OGy BUILDING DEPARTMENT-Electrical Inspector
o TOWN OF SOUTHOLD
co
• Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959
G*A O! Telephone(631)765-1802-FAX(631) 765-9502
Temporary Certificate # 0 Date 6 Z f 'Z! 2021
Customer.Name Electrician Name NIG ? MS
Address 105 B® a Phone
e-mail e-mail `Pr-CC MP 0W9--2SYS60 a,A.4,4 116oti
Phone License# 14 d me,
Size.. JO 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? Y N Flood Reconnect
Old Meter# 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 verifica ' i 'd for 90 dayLfro �tle date above.
Authorized by
�o�OSant�-Co BUILDING DEPARTMENT-Electrical Inspector
Gym TOWN OF SOUTHOLD
CM =` Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
'afj p Telephone (631) 765-1802 - FAX (631) 765-9502
Ol �a
rogerr(cDsoutholdtownny.gov seand(a�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 5/21/2021
Company Name: Peconic Power Systems
Name:Lance & Erin Farley .
- --L-icense No.: ME-45056 - - email: hecowi 16- P was s ( o ev-,-
Phone No: 516-819-7191 01 request an email copy of Certificate of Compliance
Address.: 105 Fleetwood Rd , Cutchogue
JOB SITE INFORMATION (All Information Required)
Name: Lance & Erin Farley
Address: 105 Fleetwood Rd , Cutchogue
Cross Street: Pequash
Phone No.: 516-819-7191
Bldg.Permit#: 46182 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) Complete renovation
Complete renovation
Complete renovation
Check All That Apply:
Is job ready for inspection?: F✓ YES El NO M✓ Rough In ❑Final
Do you need a Temp Certificate?: EYES ❑NO Issued On 5/21/2021
Temp Information: (All information required)
Service Size . 1 Ph 03 Ph Size: 20_0 A # Meters 1 Old Meter#
❑New Service ❑Service Reconnect 0 Underground F]Overhead
# Underground Laterals []✓ 1 2 ✓ H Frame [Pole Work done on Service? Ely ON
Additional Information: Replace existing 200 amp overhead service to underground
Replace existing 200 amp overhead service to underground
Replace existing.200 amp overhead service to underground
PAYMENT DUE WITH APPLICATION
Electrical Inspection Form 2020.x1sx
PERMIT# Ad r�ss: d
Switches
K�
Outlets I ► S
GFI's
Surface \\
Sconces
Fi H s
LIC Lts
Fans Fridge HW
ExhaustOven � Dryer
l �
Smokes DW ( Service
Carbon
Micro Generator .
Combo I Cooktop Transfer
C �
AC AH Mini
r
Special: C G �ja? vl fJ
Comments:
Ap ---- - -- __ t-
i. !bT Np±•RE'MWOF FLrerwoOU COVE,
r`lt, D INTNE r,,,iJ zrQLV. cogyTY arcaw- OAF CE MAP OF !�(�ROP'}
EUY
2 £LFVAS-f0ti5 ki?FEQ TD AN t:LEYA;noN cw ad Nr $UIZVEYE U_FOR.
PIP wx-Frr,7M-,rTW,
3.- SUFFpce Court r,,' TA%_PAaC#6: f \L.. ! �..i l .i L
rEST HOLE Darn
TOWN 0FWrH0LD,MY
who
! j stir •���' i �
d
tMMD
90-+
I f •
LJ
.tt5
cr
9 t co
0
{PDGS44iDLt£ r
gLMQNU
• � � �--�..,� :,,�_ MSR"201985 a. fl. �. � - - s s
• �� � � � .�,�.�lOiid2.8��.tAter snpPl�
4L [�ailities .tor thin la tfon hsve•.bee>Q
w thin de neat anA :round.* '
Tbo
FS,
ftt
UMM MW OF TM NEW YOU STAn
MAP OF Nis MVEt wl4i N07 mmu
nM SUL Ot T
—� - - SFS WALL NOTcor�r� i/�, ,.• —
1W7P A Atlp TRUE coir.
MICAT90 MMOM SHALL Nn
My
�.
r to PERSON FOR wttom im sw " -to WU
1At:IGEN �3 t v�JgvE
!NVAND.AND ON NIS iHLF
ON COMAW, GOVESNMW AL AaBW%
y_ .�.1Ne A«lGNES Of
UAW;-
r .• �•
t '1t ++++r•i
.. �'��1R713nwA. Iti:)%.'p•)�p M ¢a +��::Rr.,. \Mu•i� .. • •.3=i,
1,
E
1
t �
b
7L� �
P�a+� ROAD
i
1
1
1
SURVEY OF PROPERTY
CUTCHOGUE
i
_ _ i
arey Re, 51cience
PROP05ED ALTERATIONS
EUGENE CREEK
� v
3 Aq , ,JV
b
x
z '
M N.
•„
4 a
`n
Yy4" ^.
AL
m —
� A -
- = T
"t Q
SITE PLAN
SCALE: 16" = V-0'
5CTM: 1000-137-4-8
Information taken from Survey prepared by
Smith, Jung * G11115, PrOfe55ional Land Surveyor
Patchogue, NY, dated October 7, 2020
LI OF 51LT FENCING
PROPERTY AREAS:
Existing Lot Area: 9446.5 5cl.ft.
ExlstlncJ House: I 1 14 561.ft.
0-0
�. Pro o5ed Front Ent 20 5 ft
NEW CEDAR LANDING ig-�3f8° 1' Entry. �'
,�5TEP5 TO GRADE Proposed Rear Landing
s COMPOSITE HANDRAIL Stairs to Grade: 18 scl.ft.
1=3 7,5. m TOTAL NEW AREAS: 38 5a.ft.
NEW GLIDING DOORS IN
5•'3/b" EXISTING AREAS: I 1 14 s�'- ft.
i
PLACE HEAD R TO _._.� 100'-0" LINE OF TOTAL LOT COVERAGE: 12. 1%
REMAIN TRUSTEE JUR15DICTICN
711 c- Area of Construction Includes:
IX15TING LANDING 4
5TEP5 TO GRADE To New Front Entry Deck
BE REMOVED New Rear Deck Landing *- Steps to Grade
New Windows * Doors in place of E15ting
New 51dincj
Interior Alterations
Extent of land Disturbance:
EXI5TING 2 STORY HOU5E X
TO REMAIN;INTERIOR
ALTERATION5 A5 5HOWN.
NEW WINDOWS 4 51DING IXISTING COVERED ENTRY `TO BE CONTAINED BEHIND SILT FENCING
CONTINUOU5LY AROUND
TO REMAIN A515
i �J Il STORM WATER* 51TE MANAGEMENT NOTES:
(�`�' • BEFORE BEGINNING ANY CONSTRUCTION, A CONTINUOUS
LINE OF SILT 5CREEN FENCING 15 TO BE STAKED AND INSTALLED AT THE
LIMIT OF CLEARING LINE 5HOWN. THE FENCING 15 TO BE MAINTAINED, REPAIRED
4-/or REPLACED A5 NEEDED TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED
AREAS ARE PERMANENTLY VEGETATED.
FRONT ENTRY DECK • 51LT SCREEN SHALL BE RECESSED BY TRENCHING G" INTO THE GROUND.
0 6z PLATFORM
v
� • ALL GUTTERS * LEADERS ARE EXISTING * TO REMAIN
• ALL AREAS OF 501L DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE
PERENNIAL GKA55 * MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION
OF THE CONSTRUCTION PROJECT. IF SEEDING IS IMPRACTICAL DUE TO THE
TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED UNTIL 5EA50N CHANGE.
• CONSTRUCTION ACCESS AREAS TO BE RAISED SUFFICIENTLY AT THEIR SITE
i5 ACCESS POINTS OFF THE EXISTING ROAD5, TO PREVENT RUN OFF OF WATER,
DEBRIS AND SEDIMENT FROM BEING DISCHARGED ONTO THE ROAD.
m
� N
3
0
v
0
m
to
36" MINIMUM 2 x 2
5W4170D,w 55-OU FENCE P05T
WOVEN WIRE FENCE
0OD ROAD (6 x 6 - 10/ 10 WWF)
F�EEf W z
FILTER CLOTH -
O
N
S�OpE
LB'o'MAx_ C
to C EMBED FILTER CLOTH G�F
-7- - - _ MIN. 6" INTO GROUND
--- _ T � _fill- z
—- _ r T _T- U
GRgpE -_ _ - - _- = T 1 _ - - m 4"
-- _ - _ _ - - oQ
, t —
' r - 1_- +t _�, NOTE:
5N3�it J4_i _ MAXIMUM DRAINAGE AREA
� 61 MIN 112 ACRE / 100 LINEAR FEET
N V ® �O� ��0 SECTION DETAIL
.; rn
��- ^�• PERSPECTIVE VIEW SILT FENCE DETAILS - NTS
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.YS. EDUCATION LAW
Con5ulbng Engineer: Erin * Lance Farley DRAWING: Site Layout
NANCY DWYER, DESIGNER NICK MAZZEFERRO, PE INTERIOR ALTERATIONS 145 Fleetwood Road SCALE: A5 Noted
Southold, New York • 631-739-4617 Greenport, New York • 51 G-457-5596 S 1 D I N G * WINDOWS DATE: 1 .28.2021
Cutchogue, New York BY: Nancy Dwyer
1000-137-4-8
CGenerated by REScheck-Web Software
�(J Compliance Certificate
Project Farley Residence
Energy Code: 2018 IECC
Location: Cutchogue, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
Fleetwood Road
Cutchogue, NY
Compliance: Passes using UA trade-off
Compliance: 0.6%Better Than Code Maximum UA: 348 Your UA: 346 Maximum SHGC: 0.40 Your SHGC: 0.28
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 939 30.0 0.0 0.035 33
Ceiling 2: Flat Ceiling or Scissor Truss 174 29.0 0.0 0.036 6
Wall 1: Wood Frame, 16" D.C. 2,538 19.0 0.0 0.060 126
Door 1: Glass 119 0.300 36
SHGC: 0.26
Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 324 0.300 97
SHGC: 0.29
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,088 21.0 0.0 0.044 48
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 been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title: Farley Residence Report date: 04/26/21
Data filename: Pagel of 9
a
are e51ence ° Nn
°
APPROVED AS NOTED w Q z
DATE: �
5 B.P.# PROPOSED ALTERATIONS z
w
� Q �
FEE: BY: no
CD
NOTIFY BUILDING DEPARTMEN AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: OCCUPANCY OR PLUMBER C
I. FOUNDATION - TWO REQUIRED USE IS UNLAWFUL ON LEAD ERT/F/CAT/p/�/
FOR POURED CONCRETE UL CERT/F/CAT��F NTBEFORE
2. ROUGH - FRAMING & PLUMBING WITHOUT CERTIFIED
3. INSULATION r. SOLD OCCUPANCY 75
4. FINAL - CONSTRUCTION MUST OF OCCUPANCY qT� SUPP YR USED IN
SYSTE ANTER
BE COMPLETE FOR C.O. EXCEED 2/�� M CANNOT
ALL CONSTRUCTION SHALL MEET THE OF 1%
REQUIREMENTS OF THE CODES OF NEW LEAD. LL- o >°
YORK STATE
NOT RESPONSIBLE FOR
U z 4
DESIGN OR CONSTRUCTION ERRORS.
Ln
-- COMPLY WITH ALL CODES OF RETAIN STORM WATER RUNOFF ALL PLUIf7E
PLUMBI w �� o
NEW YORK STATE & TOWN CODES PURSUANT TO CHAPTER 236 8i WATER LINES NEED
-- AS REQUIRED AND CONDITIONS OF OF THE TOWN CODE.
T `I�tNG,$ FQRE COVERING
AX281 AX281 AX281 AX2bl
— —- ------ ------- ---- - - ---_SOLD TowN ZB� OSWT4r D
— -------- — O-ZG SVG BOARD 0
QO
SOUTHOLD TOWN TRUSTEES r')
ELECTRICAL L
INSPECTION REQUIRED
zEXISIZ
07-
EXISTING
TING MASONRY STOOP W Q
w/ ROOF COVERING EXISTING MASONRY CHIMNEY
TO REMAIN TO BE REMOVED, THRU TO z
CX14licX14 ; 306
FOUNDATION.
LU u
oLnLn
- ry
T— LLJ
(vLLJ �
_ LL
N o
MAIN ENTRY DOOR RELOCATED _ _ N
TO FRONT FACING FACADE
FRONT ELEVATION
5CALE: 4" = I ,-o,,
EXISTING WALLS AROUND
Fwo60s6 ICX141UPPER DECK TO BE REMOVED;
INSTALL NEW COMPOSITE POSTS, 6
HANDRAILS # BALUSTERS, m
- - - MIN. 36" IN HEIGHT
0
T _ EXISTING MASONRY STOOP NEW DECK
W/ ROOF COVERING EX STIING UPPOERRD DEDS CK (V/
TO REMAIN z
010 k.w �
NEW DOORS IN PLACE OF WEXISTING FLR.TO CLING. WINDOWS CON BACK WALL OF HOUSE;
�" FEXISTING HEADER TO REMAIN cgap,
JUJ O
FVJG4368S FwG8o68 p3j
,,. EXISTING BILGO C
-W
C� C�
EXISTING SIDE DOOR�
STAIRS TO GRADE TO BE
w
REMOVED.
CONSTRUCT NEW WO
PLATFORM t STAT
4 - ON BACK WALLPg Mq 0's'f
WATER51 DE (NORTH) ELEVATION 9�
5CALE: 4" = I ,-o,,
41
5709y
EXISTING FRONT EXISTING WATERSIDEA�UFEss 10 I
UNAUTHORIZED ALTERATION OR ADDITION TO T1115 DRAWING AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
L
0
O
4, N C)
T
j Z � 11)
W
U'
Z
Q W
1) N Q m
EXISTING MASONRY CHIMNEY
TO BE REMOVED, THRU TO 73
FOUNDATION.
c6
LL 0
N � �
3
U > z
-j 6, m
Ln v O
W U O
AN2 I AN2 I z (�
AW28 AW28 AW28 -- O
L.L O
CX14
LLE
Lu z
J
QIN; Nf-WW[NDOW5
{}
A55 11OWN ON rtAN!).
Nr-VV 5URFACE MAI LXIAE Oz_
ALL AREA5 Lu Q
F
(S)
EXISTING DOOR> WINDOWS z
ON Th 15 WALL TO BE REMOVED;
FRAME IN OPENINGS, PATCH AN2
5HEATHING t INSTALL NEW C
Ln
51DING - - „ 9
FCW2�5 O r,
CX14 CX14 CX14
41 11 CD
NEW WOOD ENTRY DECK LLJ `n
LANDING w/5TAIR5 TOLu
GRADE. COMPOSITE N o
POSTS, HANDRAIL5 * N
BALU5TER5 AT EACH SIDE Q 3
z
RL
o
U `
Z �
L
EXISTING 51DE DOOR w/ EX15FING BILCO BASEMENT
PLATFORM DECK f-WOOD ENTRY TO REMAIN m
5TAIR5 TO GRADE TO BE w
REMOVED 6
WEST 51 DE ELEVATION
SCALE: 4" = I'-O"
Lu
U �
(n m
W
� m
w
(V •
W
3
z
0
U
z �
Q
z
c OF NEIV ;
g Pg J.MqZ o�P,P
4 73
Og5 cc`
OA�OFrSSIO ,
2
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW
S-
U U
N
O ON
M O >,
� Z N c
W Q — Z
U'
z
Q J
oC U Q j=
c) N n cD
FE-Ell
to
7
tL O
3
N z
NEW 400 SERIES ANDERSEN
_ CASEMENT WINDOWS TO BE m
INSTALLED IN PLACE OF EXISTING WINDOW UNITS to 00
0 U O
EXISTING WALLS AROUND
UPPER DECK TO BE REMOVED; (n
INSTALL NEW COMPO51TE POSTS, z (j)
CX14 CX14 CX14 CX14 CX14 HANDRAILS BALUSTERS 0
A5 51 IOWN Oil FtAN5.
ALL AKLAt) D
W z
J
LLJ
Oz
p
cn
z
Cwl 5 CWI 5
286 LCXLj
1 CX14 CX14 214 CX14 CX 14 L
to
L?
^O^/
IT
r
l.-
Jill Liz==:=::L� LL
W �
LL-
LU
.LW y
N o`
N r
EXISTING MASONRY 3
a�
STOOP w/ ROOF COVERING
TO REMAIN; NEW SURFACE \
MATERIAL5 DOOR U
z �
EXISTING RAILROAD TIE
PLANTER BOX TO REMAIN;
NEW DECK LANDING TO
EAST S 1 DE ELEVATION BE INSTALLED ABOVE LL;
5CALE: 4' = 1 '-0"
0
v
fv
W
z -
m
W
� m
(L
LU Y
3
z
0
Vy
z �
Q �
z
`� a �7)
UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
T
Generated by REScheck-Web Software 1 sEcro
B 4x6 STK CEDAR DECKING
Compliance Certificate DOWN ON LANDING t STAIRS TO
C? GRADE. WHITE COMPOSITE
4x4 POSTS w/ HANDRAIL t
BALUSTERS ON EITHER SIDE
Project Farley Residence PLATFORM LANDING EXISTING TALL WINDOWS
Ere-g0
TO BE REMOVED; REPLACE
Loom Code- Cols Il9ec 3' I I/2" m 17/8 -- w/ DOOR PANELS AS SHOWN.
Coat on: Cu Single-family
New York PASSIV ACTIVE EXISTING HEADER TO REMAIN
Co�s[r.uaor,Type: Single-family
Projec:Type: Addition STATIONARY
Clima:aZo-ke: 4 (5572 11 EXISTING HEADER RUNNING
Pe•mt date:
FULL LENGTH OF WALL TO
Pe•mt`lur•Ee•: in
WINDOWS ALONG THIS SIDE REMAIN
Corstruc ion Site: Owner Agan:: Da Fianer1Contractor. TO BE REMOVED. EXISTING HEADER O¢ RR ti�
F estwocd Road �+
TO REMAIN; FILL IN OPENINGS w/
NY
2x4 STUDS, INSULATE, SHEATH 2x4 STUD FRAME INSIDE L ^r so 0
EXTERIOR PROVIDE NEW OF EXISTING WALL; INSTALL
SIDING CONTINUOUSLY AROUND SLIM PROFILE RECESSED - o -;
1
Con-pl an ce: 0.6X,Better Than Cede Ml Yienur+V., 348 Y —
e-r-U-1 9II6N•llmJm!;FOC: 0.410 Your CF'GC• 0.28
ELECTRIC FIREPLACE WITHIN
FRAMING.
Tte�BectC or Ner•.e'�an:ed! ^!r n+lr.'6 h>A_fie:!x e,rol ar[e:'e hog-e is lamed or ease zadraT-Ic. V Q
.DM AOT°^)vde i1 cUr+:h-Y�C'C'7Y ue X CX:r[:7'r!M i nlflriYl'1•:pjt tOr-G ,r
EXISTING DOOR TO BE
Envelope Assemblies REMOVED. EXISTING DECK Q)
M I IR Ing LANDING STEPS TO GRADE p n
'." = rim N TO BE REMOVED
Cei Ing 1:F at Ce I rg or Scisscr Truss 939 30.0 00 0.035 33 Z
Cal'ing 2:Fat Ce I rg or Scissor Truss 171 290 00 0 036 s EXISTING MASONRY FIREPLACE
Wall 1:'A'ood Fra-to,15'oc. 2,533 19.0 00 0.060 125 w/CHIMNEY TO BE REMOVED I
Door 1:Glass 119 O.Sco 3S
o\
SiGC:026
Window 1:V rylF b•-glass Frame Double Para wi:h Lc,,,,-o 324 0.3c0 97 2 1 I g DROPPED VL HEADER �?
S-*C:0 29 h
Floor l:=.1-Woe dJcist-%zs:0ti*rUncordi:iored Space 1,039 220 00 0.044 zs GREAT ROOM
Comp'isn-o S:arar-ont: -he proposed hi dirg deslg-i desertad here is cortistGn-w th:ha building plars,saacificatiors,and other REMODELED * EXPANDED
calcu'are�s submitted w th:he aerm'it aaplicat on.The reposed auilding has been desigred to meet the 2013 1=CC regj remerts in INTO EXISTING SUNROOM
REScheck Ve•sion:REScheck=A'eb and to corrply with the mandatory•equirements isted r the PcScheck I-spect on Chec<list
flame•Tit a Signatu•e Date 2- 2x4 MULLION STUDS x i Lp
BETWEEN WINDOWS
Ln
h
I �
ih
Pro,ect Title:Farley Residence Report date: 04,+26121 EXISTING STRUCTURE X
Data flane me: Page 1 of 9 3x 10@ 12" TO REMAIN
I G'-5"
EXISTING BILCO DOOR N -
TO REMAIN
WALL LEGEND: I
I
AREAS TO BE REMOVED
x
I
EXISTING STUD FRAME WALLS/PARTITIONS
I
TO REMAIN AS 15. PATCH ANY SURFACE 3 I LO
m
MATERIAL IF AFFECTED BY CONSTRUCTION; KITCHEN" O u
NEW SIDING ON EXTERIOR. = RENOVATED -
o�
CI
N I
EXISTING STUD FRAME EXTERIOR WALLS TO L EX15TING STRUCTURE —
REMAIN. FRAME IN WINDOW/DOOR LOCATION 3x 10@ 1 2"TO REMAIN I
UNDER EXISTING HEADER. INSTALL R-1 5
INSULATION WITHIN * PATCH SHEATHING
ON EXTERIOR; PATCH w/:'!' DRYWALL TO INSIDEEXISTING N
o
COVERED
NEW CONSTRUCTION — _ _ _ _ I ENTRY O REMAIN
17-5"
2x4 STUD FRAME INTERIOR PARTITION 3'-7" 3'-I" 2'-10" 3'-4" 3'-5° ❑
W/ I LAYER GYPSUM BOARD ON EACH
SIDE; PROVIDE MOISTURE/MOLD RESISTANT N laundry o closet q bench seat
BOARD IN BATHROOM AREAS USE CEMENT - oN NEW 2x I JOISTSJP
00 on w
BOARD ON ALL AREAS TO RECEIVE TILE N N m 16" O CLOSE IN
�? a I ICIL STAIR 2 G8
`� G8
• INSULATION * DRYWALL ON ALL EXTERIOR WALL5 TO REMAIN.
limn N
• NEW WINDOWS * DOORS IN EXISTING LOCATIONS TO BE INSTALLED 5 shelves, o N HALL
o
UNDER EXISTING HEADERS WHERE APPLICABLE. fix
86 2868 CD C
• ANY NEW WINDOW/ DOOR OPENINGS TO HAVE 2-2x 12 HEADERS 12 - 28G _
UNLE55 OTHERWISE NOTED. NEW FRAMED HEADERS TO BE INSTALLEDj O an20r.8 DOWN NEW DOOR UNDER
try
TIGHT TO TOP WALL PLATES TO MATCH ALL EXISTING HEIGHTS. , closet I'
N N 2'-1 I, 9., 5 shelves, 3,_4" EXISTING HEADER;
• ANY NEW INTERIOR DOORS TO HAVE 2-2x8 HEADERS ABOVE. fJ fixed 2' 1O° PATCH IN WALL TO
• INSTALL R-13 BATT INSULATION WITHIN FRAMING BETWEEN FLOOR2068 FILL IN SIDE LITESS. �edtaconsole
• ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR BLACK WINDOWS, in 4
WITH WHITE INTERIORS t BETWEEN THE GLA55 GRILLS, 2/2 STYLE
AS SHOWN ON ELEVATIONS. II EXISTING STRUCTURE II z
2x 10@ I G"TO REMAI ►_
.. �_ Ln
QluUJ
�!
5ECTION = (I w J O I SECTION
A LIVING ROOM > II m o v0 A
EXISTING BEDROOM o �� ° oLU
�
n RELOCATED TO 2nd FLR o_ a- I�
ol�orz
—
o
_ @NEW STAIR �
- II LOCATION pz
II o
N " ENTRY
II
m LLJ
Z o ko
3 0
I' T-0 1/2"
DOWN 3�"
NEW WINDO Cxt45 Cx145
LOCATION, E30TH N DOOR LO ATION•
1/2" 3'-9 7/8" NT ,ELOC 4'-0 1/2"
F
IDOWNTO,
—AlGRADE
20-0"
SECTION
B
F11�5T FLOOD PLAN
SCALE: 4. = 1 '-0"
UNAUTHORIZED ALTERATION OR ADDITION TO TH13 DRAWING AND RELATED DOCUMENTS 13 A VIOLATION OF SEC. 7209 OF THE N.Y.3. EDUCATION LAW
Consulting Engineer: Erin Lance Farley DRAWING: Plan5
NANCY DWYER, DE51GNER NICK MAZZEFERRO, PE INTERIOR ALTERATIONS SCALE: A5 Noted
4��' p 51DING * WINDOWS 105 Fleetwood Road
Southold, New York G31-739-4G 17 Greenport, New York 5 I G-457-5596 DATE: I .28.202 I
Cutchoeue, New York BY: Nancy Dwyer
1000- 137-4-8
v>-
iA2 S J�
61) OQ�
a
s LI
SECTION
B
14'-G"
4xG" STK CEDAR DECKING
ON EXISTING STRUCTURE;
NEW WHITE COMPOSITE
4x4 POSTS w/ HANDRAIL
BALUSTERS ON ALL SIDES
DECK
EX15TING TO REMAIN
N
4'-7 7/8" 4'-10 3/8"
NEW INDOW 9'-G" HEADER HE GHT FOR
LOCAT ON CENTER, UPPER INDOW
CX145 A21
1G'-5" WALL LEGEND:
I I
„ITCH w/ I NEW 2x8 CJ/CT @ I G" OC ( 1- AREAS TO BE REMOVED
5ECTION JAETERS I 9'-6" ABOVE FLOOR I w n 2�rIONC
IV EXISTING STUD FRAME WALLS/PARTITIONS
3 QI J TO REMAIN AS 15. PATCH ANY SURFACE
uCq
a C0� Q MATERIAL IF AFFECTED BY CONSTRUCTION
z� EXISTING STUD FRAME EXTERIOR WALLS TO
REMAIN. FRAME IN WINDOW/DOOR LOCATION
N ( EXI TING MASTER
UNDER EXISTING HEADER. INSTALL R-15
N I RENOVATED UINSULATION WITHIN PATCH SHEATHING
-'k I z_� PITCH
ON EXTERIOR; PATCH w/2' DRYWALL TO INSIDE
N NEW CONSTRUCTION
230 2x4 STUD FRAME INTERIOR PARTITION
9 3%GHT w 7 w/ I LAYER�" GYPSUM BOARD ON EACH
5.2%VENT SIDE; PROVIDE MOISTURE/MOLD RE515TANT
BOARD IN BATHROOM AREAS � USE CEMENT
BOARD ON ALL AREAS TO RECEIVE TILE
2095 __ _
POCKET c.o. • INSULATION f- DRYWALL ON ALL EXTERIOR WALLS TO REMAIN
4 S.D.
LOSET • NEW WINDOWS * DOORS IN EXISTING LOCATIONS TO BE INSTALLED
o NTr-c5TX2068 Co UNDER EXISTING HEADERS.
N CLNG.
Z °—' • ANY NEW WINDOW/ DOOR OPENINGS TO HAVE 2-2x8 HEADERS
UNLESS OTHERWISE NOTED. NEW FRAMED HEADERS TO MATCH
EXISTING HEADER HEIGHTS.
2668 • ANY NEW INTERIOR DOORS TO HAVE 2-2x6 HEADERS ABOVE.
1314" 3'-7 I/z" • INSTALL R-30 BATT INSULATION WITHIN CEILING OF SECOND FLOOR.
n' • ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR BLACK WINDOWS,
EXI TI STRUCTURE WITH WHITE INTERIORS * BETWEEN THE GLA55 GRILLS, 2/2 STYLE
2x MAIN AS SHOWN ON ELEVATIONS.
V �
BEDROOM X EXISTING ROOF
LOCATED FROM I t FLR. v TO REMAIN
X
120 50.Pf. m
U 9.3%LIGHT
5.2%VENT S.D.
N
U-3
L
p w �
2068 4 2668
en
5 shelve!
BIP-S
5 shelve CLOSET iv �Q
Fg Ix5l 15 4'-6" o u HALL
J_
® Q
JACK 0 DOWN
JILL BATH N
o
v O
a 2068 19 EXST.
CLNG.
L 115'-3" 6'-6 I/2 3'-7 1/2"—;,-
20G5 /2"2068
N I 2668 — — --
15-8 112" 3'-5"
PITCH w/ I EXISTING CEILING OVER
RAFTERS Q. STAIRS TO REMAIN
d 5.D.
V I
5ECTION v NEW 2x8 CJ/CT @ I G" OC I 5ECTION
A Q 9'-O" ABOVE FLOOR A
mI
w J� EXISTING BEDROOM N
Edi RENOVATED
�I 174 5Q.FT.
9.3%LIGHT
c"7 oI 5.2%VENT
O W.
—'l lI{LOSET
I p,LCOVE '�
I I PITCH ti
5'-0" HEA ER HEIGHT FOR RAF7E
WINDOW ACROSS FRONT 19'-5"
A21
8'-8" HEADER HEIGHT FOR
CENTER, UPP fK WINDOW
1/2" S-9 7/8" 4'-3 5/1 G" 3'-9 7/8" 4'-0 112m
SECTION
B rl
SECOND FLOOK PLAN
SCALE: 411 = I ,-o-,
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.3. EDUCATION LAW
Con5ulting Engineer: Erin Lance Farley DRAWING: PIan5
r NANCY DWYER, DESIGNER NICK MAZZEFERRO, PE INTERIOR ALTERATIONS SCALE: A5 Noted
V ' p 51DING * WINDOWS 105 Fleetwood Road
Southold, New York 63 I-739-4617 Green ort, New York 5 16-457-5596 DATE: I .28.202 I
Cutchocgue, New York BY: Nancy Dwyer
1000-137-4-8
G"X 6 POST ON 1211
FF
SONOTUBE W/ POURED
CONCRETE FOOTING
20x20x8"deep, MIN. 3G" s-s" G.
BELOW GRADE J�2-2,5- ACQ GIRDE�
2x8" ACQ LEDGER BOLTED
J TO HOUSE FRAME WITH 5"
OUTLINE OF PLATFORM ABOVE; 5EC'ON 2x8 ACQ DJ "LEDGERLOK' SCREWS @ I G" O.C.;
PROVIDE I x 10" RIBBON BOARD B @ I G" OC HANG D.J. FROM LEDGER WITH
CONTINUOUSLY AROUND — — — — - - _ ......— — --------
SIMPSON LU28 CONNECTOR
--— —
v
m
0
M
— — — — $ ——•—. EXISTING POURED CONCRETE
2x4 ACQ PLP,TES BOLTED f-
TO EXISTING SLAB g SL BONREMCOMPACTED FILL
o z _ INSTALL VAPOR BARRIER OVER
PSLAB PRIOR TO SETTING PLATES
Cl)
EDW
_.—.—.—.—.—.—.—._.—.—.—. N ._._.
- iD ZB �
O
m
EX15TING FOOTING
O FROM MASONRY
FIREPLACE TO REMAIN
I
EXISTING 2x8
STRUCTURE TO REMAIN
I
EXISTING BILCO ENTRY Q
TO REMAIN I
I
I
I
I
0 ��
o0 I
w
Oz
J
� 0
Z � I
b
I
i
I
I
I
— — I DOUBLE JOISTS ALLSIDES
—. -.—.—.—.—.—.—.—.—.
NEW 2x8 FJ FRAMED
WITHIN OLD STAIR OPENING
I I
—.—.—.-----.—.—.—. ------------------ --------
I
d
00 . — —
i = O!II
N �-
EXISTING 2x8 I Z)
STRUCTURE TO REMAIN
i QOII
° zll
5EION I N NII sECrION
I NII
I
Q I I
DOUBLE JOISTS UP
r:_:-------
:—. -------
BRE AK
—.—.BREAK SLAB EACH END OSTAIR
AND INSTALL NEW 3 z' OTEEL N s'-2 li4" 2x8" ACQ LEDGER BOLTED
LALLY COLUMN ON NEW 2 x24x8" TO HOUSE FRAME WITH 5"
POURED CONCRETE FOOTING "LEDGERLOK" 5CREW5 @ I G" O.C.;
HANG D.J. FROM LEDGER WITH
SIMP50N LU28 CONNECTOR
o UG"X G" P05T ON 12"
0 Ofo
SONOTU13E W/ POURED
Q CONCRETE FOOTING
c>J - 20x20x8"deep, MIN. 30"
cv � BELOW GRADE
(TYP. ALL FOOTINGS)
2- x8" ACQ GIUTLINE OF ENTRY PLATFORM;
PROVIDE I x 10" RIBBON BOARD
CONTINUOUSLY AROUND
FOUNDATION PLAN
SCALE: 4" "
= I '-0
UNAUTHORIZED ALTERATION OR ADDITION TO TH13 DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.3. EDUCATION LAW
-wq2 Consultmg Engineer: Erin * Lance Farley DRAWING: PIan5
NANCY DWYER, DE51GNER NICK MAZZEFERRO, PE INTERIOR ALTERATIONS 105 Fleetwood Road SCALE: A5 Noted
Southold, New York • G31-739-4G 17 Greenport, New York • 51 C-457-5596 51 D I N G * WINDOWS DATE: 1 .28.2021
Cutchogue, New York BY: Nancy Dwyer
1000-137-4-8
i
NAILING SCHEDULE _ 3' p
`
Y Q
N
20 i 8 WOOD FRAME CON57 RUCTIONMANUAL � � c6
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING Q — z
ROOF FRAMING z ,
RAFTER To TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER
10'-0"WALL:3-5d PER RAFTER U V--
CEILING
CEILING J0157 70 TOP PLA-E -0E NAILED &-O"WALL:3-8d PER J015- C) (f7 0 CO
10'-0"'A'ALL:4-861 PEP.J015T
CEILING JOIS TO PARALLEL RAFTER FACE NAILED SEE-ABLE 3.7 EACH LAP
CEILING J0157 LAPS OVER PAR71710N5 FACE NAILED SEE TABLE 3.7 EACH LAP EXISTING RIDGE, RAFTERS
COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE *SHEATHING TO REMAIN
BLOCKING TO RAFTER TOE NAILED 2-8d EACH END FOR ALL AREAS OF ROOF;
RIM BOARD TO RAFTER END NAILED 2-1 6d EACH END NEW ARCHITECTURAL BOLT ALL NEW CJ TO RK w/ 2-Z" CB
ASPHALT ROOF SHINGLES
WALL FRAMING
EXISTING CJ OVER STAIRS TO REMAIN �
TOP PLA-E TO TOP PLATE FACE NAILED 2-i 6d PER FOOT
OP PLAT E5 AT INTEK5EC710N5 FACE NAILED 4-1 Gd JOIK;5-EACH 51DE
51MP50N H7 CONNECTOR IF
STUD TO STUD FACE NAILED 2-1 Gd 24"O/C i
HEADER TO HEADER FACE NAILED i Gd i G"O/C ALONG EDGESHURRICANE TIES ARE M155ING s- O
NEW 2x8 CJ/CT @ I G" OC ca }-
70P OR BOTTOM PLA E TO 57UD END NAILED 2-1 Gd PER 2X4 S-UD LL O
PROVIDE NEW I x FASCIA t CENTER O c0
3-1 d PER 2X5 5TUD YL SOFFIT AROUND U z V-
4-16Gd PER 2X8 57 LID ISTIN BEADED VENTED VIN
2x6 CJ TO �
BOTTOM PLATE TO FLOOR J015-, EE REM,)VED ALL AREAS OF HOUSE
BANDJO157,END J0I57,OR BLOCKING FACE NAILED 2-1 Gd '- PER FOOT m
FLOOR FRAMING EXISTING 2x4 STUD FRAMEL O � O
J015-170SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST o EXTERIOR WALLS TO REMAIN. W — U —
BRIDGING TO J015; TOE NAILED 2-8d EACH END n EXISTING SHEATHING TO REMAIN.
BLOCKING TO JOIST TOE NAILED 2-8d EACH END EXISTING INSULATION t. DRYWALL
BLOCKING TO SILL ORTOP PLA-E TOE NAILED 3-i Ga EACH BLOCK BED ROOM ON INTERIOR 51DE TO REMAIN.
LEDGER STRIP To BEAM FACE NAILED 3-1 Gd EACH J0157 PATCH ANY AREAS WHERE z (n
JOIS ON LEDGER To BEAM TOE NAILED 3-5d PEP,.10157 WINDOWS/ DOOR SIZES HAVE 0
BAND JOI5-1 TO JOTS END NAILED 3-1 Gd PER J015T CHANGED w/CONSTRUCTION TO E— 0
BAND J015 TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT MATCH. NEW HARDIE SIDING �
EXISTING SUBFLOOR ON EXTERIOR OF HOUSE, ALL AREAS LLJ z
ROOF SHEATHING {—
4'PERIMETER EDGE ZONE- I G°O/C-G"AT PANEL EDGES EXISTING 2x 10 FJ @ 16" OC J
5TRUCTURAL PANELS 8d AND AT IN-ERPv EDIA E SUPPOK-5 IN THE PANEL FIELD Q }
INTERIOR ZONE- i G'O/C- AT PANEL EDGES AND i 2"AT EXISTNG HEADERS TO Z PROVIDE C5 I G FLOOR �
8d INTERMEDIA-E 5UPPORT5 IN THE PANEL FIELD 2- 1 1 a DROPPED LVLVC-
POK ROOF 5hEATKING WIThIN 4'-0"OF THE PLKIMETEK EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH 51DE OF THE ROOF PEAK,THE 4'-0"PERIMET ER REMAIN. ANY NEW HEADER; INSTALL TIGHT TO FLOOR STRAPPING OVER O Z
EDGE ZONE ATTACHMENT REQUIREMEPI 5 SHALL BE USED. WINDDW/DOOR TO TO WALL TOP PLATES EXISTING SHEATHING PRIOR �
RECEIVE 2- 2x 12 TO TO INSTALLING NEW SIDING H
CEILING SHEATHING MATCH; INSTALL _
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD C520 STRAPPING U) - z
o LIVING ROOM ENTRY STAIRS
WALL SHEATHING i�9 W u
STRUCTURAL PANELS i i ga.Galy.Rocf.rg rad Ln
112" 3"EDGE/G"FIELD 'n
(.i 2N i.5"L.x.7/1 01-cad) TECO EXISTING O I-
1 i ga.Galv.Rocf rg nail 3"EDGE(6"FIELD JOISTS Ln
25/32"
(.i 2'k i.75 .x.3;8't-ead) EXISTING SUBFLOOR rV I
FIBERBOARD PANELS 7/i G" 6d 3"EDGE I G"FIELD EXISTING 2x8 FJ I G" OC W Ln
25/32" 861 3"EDGE/G"FIELD I I
GYPSUM%VALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD W y
4'EDGE ZONE- i G"CNC-OAT PANEL EDGE5 AND i 2"A- INS }
HARDBOARD 8d INTERMEDIATE 5UPP0K,5 IN THE PANEL FIELD EXISTING GIRDER NEW 2- 2x 10 HEADER Q a3i
INTERIOR ZONE- i G"QC-G"AT PANEL EDGES AND i 2"AT COLUMNS TO REMAIN PARTIALLY DROPPED z
8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FLOOR SHEATHING AT NEW STAIR OPENING V
STRUCTURAL PANELS- i"OR LESS 8d O EDGE/ 12"FIELD U
EXISTING BASEMENT NEW 3?" LALLY COLUMN z
Nad,ng rec;uremerts are haled on wall sheathng nailed G arches O.C.at tre panel edge. If v:all sheathrg is railed 3 irches O.C.at the parel edge to cFtan ON 24x24x8" P.C. FTG.
EACH END OF STAIR
higher shear capacities,rail rg requremerts for 517%&gyral memhers stall he clout led,or al 6,
%Wer wall sheathrg is cortirLoLs over corrected memhers,trc tandited rLmher of rale srall he perm.tted to he reduced to i-1 Gd rid per foot. w
m
c
S
c
GENERAL WIND PROTECTION CONNECTION NOTES DE51GN LOAD CALCULATIONS
Adapted from Standard for Hurricane Resistant Residential Construction; 551 D
10-99 and 2018 SBC High Wind Edition Wood Frame Con5tructlon MINIMUM UNIFORMLY D15TKIBUTED LIVE LOAD5(Ih50 BREAK SLAB EACH END OF STAIR
Fasteners and Connectors for Wood Frame Con5tructlon EXTERIOR BALCONIES 60 AND INSTALL NEW 3#' 0 STEEL LU
DECKS 40 LALLY COLUMN ON NEW 24x24x8" z
I . A continuous load path between footings, foundations wa115, floors, studs and POURED CONCRETE FOOTING CD
ATTICS WITHOUT STORAGE 10 m
roof framing shall be provided. (� m
ATTIC5 WITH STORAGE 40 �j t
2. Approved connectors, anchors and other fa5tenmg devices not Included in I I ROOMS(OTHER THAN SLEEPING ROOti15) 40 BUILDING 5 ECT I O N "All Standard Building Code, Section 2306 of IBC Shall be used in accordance 5LEEPING ROOMS 30
with manufacturer's recommendations. SCALE: 4" = I '-0" � }
3. Metal plates, connectors, screws, bolts, and nails exposed directly to the CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Q
weather or 5UbJect to salt corrosion In costal areas, shall be 5tainle55 steel or GROUND SNOW LOAD 45 Ih5 Z
hot dipped galvanized. DA51C WIND 5PEED 130 mph U
Ex sure CatB z
4. Where wlndow5 and doors interrupt wood structural panel sheathing and Category Q Ln
Siding, framing anchors or connectors shall be provided at the top and bottom SEISMIC DESIGN CATEGORY B z
of cripple studs, header 5tud5, and at least one stud at each side of opening. WEATHERING SEVERE
FRO5T LINE DEPTH 3'-0"
5. Ridge straps shall be attached to each pair of opposing rafters except where TERMITE MODERATE TO HEAVY
collar ties of I xG or 2x4 lumber 15 located in upper third of attic space and ICE BARRIER REQUIRED YE5
attach to each pair of rafters.
G. Uplift connectors shall be provided at each rafter bearing.
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' OF y�PtE Ft1,Yo
of exterior corners. 5 J• A?2 �'-
9 �
8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the
foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3" x '± o
IAT washers. A minimum of one anchor bolt shall be provided within G to 12
inches of each end of each plate. Anchor bolts shall have a minimum embedment ?
of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located A �O
within 12 inches of corners and at spacing not exceeding 4 feet on center. RoF SS1019
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OFSEC. 7209 OF THE N.Y.S. EDUCATION LAW
k•
i
GENERAL NOTES: �, o
0
• The Information on this set of construction documents Is to relate basic design Q Q Z
Intent and framing details. They are Intended as a construction aid, not as a
substitute for generally accepted good building practice and are in compliance with
current 2020 New York State Building Codes and the 2018 IRC. The general contractor
Is responsible for providing standard construction details and procedures to ensure a z
Iii
professionally finished, structurally sound and weatherproof completed product. QQ to
• General contractor to coordinate all subcontractors, scheduling of work and Q (D p ro
interaction between trades. PROVIDE 2" CLOSED CELL SPRAY
The contractor is responsible for ensuring that all work and construction meets FOAM INSULATION w/ R-1 5 BATT EW 2x8 CJ/CT @ I G" 0
or exceeds current federal, state and local codes, ordinances and regulations, etc. THRU ALL PITCHED CEILING AREAS
These codes are to be considered as part of the specifications for this building plan. WITHIN MASTER SUITE$ FRONT
BEDROOM; PROVIDE K-30 BATT
• if in the course of construction,a condition exists which disagrees with that as IN FLAT CEILING AREAS EXISTING 2xG CJ TO
Indicated on these drawings,the contractor shall stop work and notify the designer BE REMOVED
4-the engineer Immediately. Should he fall to follow this procedure and continue work,
he shall assume all responsibility and liability arl51ng therefrom.
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. NEW WINDOWS UNDER EXISTING
• The designer has not been engaged for construction supervision and assumes no HEADERS L
responsibility for construction coordinating with these plans, nor responsibility for >-
construction means, methods, techniques,secluences or proceedure5 or for 5aftey ; MASTER BEDROOM u— 3
precautions and programs in connection with the work Indicated. There are no z i
warranties for a specific use expressed or Implied in the use of these plans. N 4
• Contractor to provide hardwired smoke detectors, with battery back up,and with -�� N 6, cn
no Intervening switches,on all floors and In each bedroom. Verify with local code -L
requirements as per Section R31 7 New York State Residential Construclton Code. Ln U O
Install carbon monoxide detectors as per code. J
W C) U O
EXISTING 3x 10 FJ @ 12" OC
FOUNDATION NOTES:
• General contractor to review plans,elevations and details to determine z
Intended heights of finished floor above typical grade. O
• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/scl.ft. �Q-- O
• Concrete shall be FC = 3,500 PSI @ 28 days D
• Concrete on 4"sand or gravel fell minimum, with 6x6 - 10/10 welded were mesh
DINING ROOM - LL_I Z
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor ROOM AS EXISTING; NEW FLOORING, J
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be WINDOWS,TRIM WORK t PAINT Q }
adequately supported by precast concrete bar supports to assure that the reinforcement CLI U
Is held in position during concrete placement and finishing.
Oz
W• Isolation Joints are to be Installed between the slab and the walls. Use preformed Q
Joint filler that Is to be cut 1/2"below the slab surface and the resulting Joint Is to be filled EXISTING 2x8 FJ @ I G" OC F— (f)
with an elastomeric Joint sealant. z
• General contractor to install cop-r-tex(or copper)sheet metal termite shields W
between all wood surfaces that are exposed to concrete or masonry surfaces. n
N
• Dampproof exterior of foundation wall with a bituminous coating; Foundation O �
excavation upon approval of building department Inspections.
BA5MENT AS (Z
PLUMBING t- HVAC NOTES: EXISTING w
LL_
• Ln
All plumbing work shall be done by a duly licensed plumber and must conform and adhere LU Y
to all New York State building codes*safety requirements. N }
• If wall plates or Joists are cut during the Installation of plumbing fixtures or equipment
Q 3
z
contractor must provide appropriate bracing to tie framing back together.
• Plumbing fixtures to be supplied by owner, installed by plumber.
• Mechanical subcontractor 15 responsible for adhering to all applicable codes and z c�
safety requirements.
• HVAC subcontractor to fully coordinate system data t requirements with the 11C II
equipment supplier and to provide final system layout drawing and submit it to general contractor, BUILDING SECTION lu
owner and equipment supplier for final review*approval.
ELECTRICAL NOTES: SCALE: 4" = I '-O"
0
• All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include r 1 4"9 ROOF VENT U
ROOF
installation of fixtures 4-specifications as Indicated on plans. Light fixtures to be supplied by
owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install IV
all outlets as per code. All work 15 to be done In strict accordance with the New York State Code 4 LU r
by a licensed electrician. All new switches*-outlets to be Leviton, Toggle, supplied*Installed z by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and
ATTIC
provide wiring as required for gas fireplace and cooking appliances. m
W
FRAMING NOTES: r m
BATH 2 BATH 3
j
• All lumber Is to be Douglas Fir#2 or better at 16"on center EXISTING NEW LL
Y
L
• All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQi designation 1 112 1 1/2 1 1/4 1 1/4 1 1/2 1 1/2 W
refers to current arsenic-free treated wood standards and shall take the place of'CCA' o o
� z
• All TJI's are to be installed in accordance with the manufacturer's specifications and shall Include LJ
SH WER
squash blocking web stiffeners at bearing points on girders and other load bearing areas SECOND FLOOR U o
• All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, s 1 1/4 1 1/4]3:
z in
etc. on these drawings are my by Simpson unless otherwise Indicated. Ail connectors, straps, etc. are to be C.O1 4 4 z
nailed/bolted In accordance with the manufacturer's 5pec1f1catIOn5.
• All floor sheathing 15 to be 4"AC type plywood, tongue*groove and shall be glued and screwed to KITCHEN BATH I LAUNDRY
the floor Joists(G"o.c. edges$ 12"o.c. field) IX15TING EXSTING
13"
• Solid blocking Is to be Installed every 8'-01" max. or mid span of all floor Joists with spans exceeding 1 1/2 F.A.I.
8'-0". Blocking Is to be installed at all point load bearing points. D.W. SIN>>ra ra 1/2 Iva a
IAV
"� Y
• Install double Joists under all partitions running parallel SH WER W.M OF NE1
• All exterior wall headers to be as Indicated on floor plans f sections and all Interior FIRST FLOOR I I I I I J. M.q �
headers are to be 2- 2"x 8"unless otherwise noted. All headers exceeding 5'-0"shall have a double O O z ,Ira •f-
a x �, ?�
Jack stud with a single king stud 4�on exterior walls provide double 5111 plate(typical), a „+ �A
TO EXISTING a;?; 73
GREENPORT VILLAGE
SEWER LINE
a•CI. (� V r 4J
HOUSE 4J
TRAP O NO 095 �G
0
PLUMBING RISEN DIAGRAM AROFESSiJW'\'�
8
SLOPE" 114"PEP,FOOT PITCH TO DRAIN NOT TO SCALE
BASEMENT UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OF SEG. 7209 OF THE N.Y.S. EDUCATION LAW
L
— v
'n -Zo '
N
0
O U
� Q � Z
t7
Z
Q J
oC U Q >
QQ (D
ca
L
LL O
3
U � z
EXISTING GABLE END � � � �
NEW GABLE END \,-EXIEING K001 STR CTU - WALL TO REMAIN—'\ L O
RID E, FTE , SH ATHI G L(� O
WINDOW w/ 2- 2x8 HEADER ALL O R AIN NEW 2x8 CJ/CT @ I G" LU O U p
R-30 INSULATION IN
NEW 2- 2x8 HEADERS
NEW GLIDING DOOR NEW CEILING AREAS ABOVE NEW WINDOWS T)INSTALLED WITHIN EXISTING EXISTING 2xG CJ TO Z (J)
ROUGH OPENING w/HEADER �BE REMOVED EXISTING SIDE WALL SHOWN ON PLAN O
TO REMAIN EXISTING 2xG CJ ELEVATIONS — O
TO REMAIN PLATE HEIGHT TO � Q
DECKING DUCK BOARDS: LEAD COATED COPPER ING OVERHANGS
2xG DJ @ I G" OC TAPERED FLASHING OVER ROOFING, MIN. REMAIN EXISTTO REMAIN; NEW I x ULJ Z
TO SIZE w/4"x6 STK CEDAR I'-O" AND UP ABUTTING WALL EXISTING MASTER BATH BEDROOM CL. BATH �°, EXISTING BEDROOM FASCIA MATERIAL t-
J
BEADED VINYL SOFFITS Q
DECKING CONTINUOUSLY AROUND
EPDM ROOF MEMBRANE OVER 0 Z
a-/ p
4" AC PLYWOOD SHEATHING C? PROVIDE CSI 6 FLOOR W
WITH ICE WEATHER SHIELD @ z TO FLOOR STRAPPING OVER ~ (s)PERIMETERS _Nz
hA
EXISTING SHEATHING PRIOR —
EXISTING 2x 10 FJ TO REMAIN TO INSTALLING NEW SIDING
NEW 2x 1 O JOISTS I G" LLJ
4x4 DECK RAILING POSTS TAPERED @ 4" : 12" Ln
EXISTING 3x I O FJ @ O
CARRIED THRU TO PLATES; °I° m 2- 1 1 j" DROPPED 12" OC TO REMAIN r--
DOLT TO JOISTS `� LVL HEADER, TIGHT TO EXISTING 2- 2x 12 HEADERS Ln
WALL TOP PLATESNEW 2x4 INTERIOR TO REMAIN u
NEW 2- 7 4' LVL STUD PARTITION LU Ln
HEADER ABOVE DOORS PROVIDE 2" CLOSED CELL SPRAY GREAT ROOM KITCHEN BATH ABOVE INT. DOORS LIVING ROOM
N
2- 2x8 HEADERS EXISTING 2x4 EXTERIOR
LL-
FOAM INSULATION w/ R-15 BATT o
WITHIN NEW CEILING FRAMING WALLS, SHEATHING,
INSULATION * DRYWALL ,3
I" PLYWOOD SUBFLOOR ALL TO REMAIN
NEW 2x4 FJ @ 16" + � z
R-21 BATT ALIGN
NEW 2x4 ACQ PLATES Lo U
OVER VAPOR BARRIER EXISTING 2x8 FJ TO REMAIN z 0
ON EXISTING SLAB
/ EXISTING DROPPED
/EXISTING POURED CONCRETE' / / GIRDER COLUMNS
SLAB ON COMPACTED FILL N%
\\\/
NOTE: ASSUMED 6" HEIGHT TO REMAIN
DIFFERENCE BETWEEN FLOOR EXISTING DOUBLE JOIST
\//\// �/ �/ �/ �/ �/ �/ �/ .
HEIGHT>L SLAB. ADJUST ALL ON EITHER SIDE OF OLD
LUMBER SIZES ACCORDINGLY \\//\\/�/ STAIR OPENING TO REMAIN;
SO FINISH FLOORS ALIGN BASMENT AS CLOSE IN w/FRAMING TO
EXISTING MATCH * PATCH SUBFLOOR
TYPICAL 15t t 2nd FLOOR
LOCATIONS
W
(n m
LU
Q m
ry •
LU L
}
3
Qv
z
} 7s
0
BUILDING SECTION
SCALE: 4"
OF Nc-pt,
Y
J.MCA,; O'f'f
>1 ;o 1{�
? O
=w
r
ROPES S 10tA 011
UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF5EC. 7209 OF THE N.Y.S. EDUCATION LAW