HomeMy WebLinkAbout50164-Z of SOOTyo�o Town of Southold
* * P.O. Box 1179
�g 53095 Main Rd
coulm.a`� Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47184 Date: 06/30/2026
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 480 Akerly Pond Ln Southold,NY 11971
Sec/Block/Lot: 69.-3-13
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/08/2023
Pursuant to which Building Permit No. 50164 and dated: 12/27/2023
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:
Single family dwelling with finished basement, covered front porch and attached garage as
applied for.
The certificate is issued to: Town Creek Real Est Inc
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1229 6/29/2026
ELECTRICAL CERTIFICATE: 50164 05/23/2025
PLUMBERS CERTIFICATION: Cutchogue East Plumbing 06/30/2026
Auth iz d Si nature
r TOWN OF SOUTHOLD
o�v0uFfo4.0�
a 1-ay� BUILDING DEPARTMENT
co TOWN CLERK'S OFFICE
y . SOUTHOLD, NY
'4:+•�' 1XT
,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#: 50164 Date: 12/27/2023
Permission is hereby granted to:
Town Creek Real Est Inc
53840 Main Rd
PO BOX 1046
Southold, NY 11971
To: Construct a new single-family dwelling as applied for per Trustees, DEC and SCHD
approvals.
At premises located at:
480 Akerly Pond Ln, Southold
SCTM # 473889
Sec/Block/Lot# 69.-3-13
Pursuant to application dated 11/8/2023 and approved by the Building Inspector.
To expire on 6/27/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,234.00
CO-NEW DWELLING $100.00
Total: $2,334.00
Building Inspector
ofsoory TOWN OF SOUTHOLD
BUILDING DEPARTMENT
' SOUTHOLD, NY
BUILDING PERMIT
RENEWED
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 50164 Date: 12/27/2023
Permission is hereby granted to: Renewal Date: 06/30/2026
Town Creek Real Est Inc
PO BOX 1046
Southold, NY 11971
To:
Construct a new single-family dwelling as applied for per Trustees, DEC and SCHD approvals.
Premises Located at:
480 Akerly Pond Ln, Southold, NY 11971
SCTIVI#69.-3-13
Pursuant to application dated 11/08/2023 and approved by the Building Inspector.
To expire on 06/30/2028.
Contractors:
Fees:
Renewal Fee $1,209.50
Tota I $1209.50
Building Inspector
pF SO(/l�olo
Town Hall Annex Telephone(631)765-1802
54375 Main Road N �e
P.O.Box 1179 • ��
Southold,New York 11971-0959 IyColo,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Town Creek Real Estate Inc.
Address: 480 Akerly Pond Ln City: Southold St: NY Zip: 11971
Building Permit#: 50164 Section: 69 Block: 3 Lot: 13
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: PKJ Electrical License No: 60122ME
SITE DETAILS
Office Use Only
Indoor P-1 Basement P-1 Service I✓ Solar r-
Outdoor F✓ 1st Floor 170 Pool r— Spa F—
Renovation (— 2nd Floor Hot Tub F— Generator (—
Survey rr I
Attic rr"
Garage rl Battery Storage r-
INVENTORY
Service 1 ph rr Heat Duplec Recpt 80 Ceiling_Fixtures 10 Bath Exhaust Fan 6
Service 3 ph r— Hot Water 30A GFCI Recpt 16 Wall Fixtures 19 Smoke Detectors
5
Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 88 CO Detectors
Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3
Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors j
Disconnect Switches 51 4'LED Exit Fixtures ,:,
Other Equipment: Fridge, Oven, DW, Micro, Hood, Insinkerator, (2)W/D, (3) Electric Floor Heats,k
(1)Minisplit w/ (1)Blowerhead & (2) Ducted Minisplits, 200A Panel 40 Circuit 37 Used (7)120ARC
Notes: (2)120Combo (8)115 ARC Fault Breakers
Two Story House w/ Finished Basement
2025 23,
Inspector Signature: X Date: May �—
Sean Devlin
Electrical Inspector sean.deviinCaD_town.southold.ny.us
480AkerlyPond H o usefix.xls
�og�FFO�,�oo
Town Hall Annex h�� Gym Telephone(631)765-1802
54375 Main Road a .t
P. O.Box 1179 y ar
Southold, NY 11971-0959
jog
D ECE9 V E
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
J U N 30 2026
Building nppartment CERTIFICATION
Town of Southold
Date:
Building Permit No.
Owner: /(l C
f_ (Please print)
Plumber: C-K- (Sin C��Ci�U7cc� OV41
J
(Please print)
I certify that the solder used in the water supply system contains le s than 2/10 of 1% lead.
(Plumbers Signature)
Sworn to before me this-"
day oCYW\-t 20_;�L,� p
{k �' 1
Notary Public, County
CONNIE D.BUNCH
Notary Public,State of New York
No.01 BU6185050
Qualified in Suffolk County
Commission Expires April 14, a�
D ol F)
ECEgWE
' L
Home Energy Rating Certificate Rating Date: 2024-07-09 UUN — 8 2026
Final Report Registry ID: 978630749
Ekotrope ID: 28aZG0yL F3ui1�'irsg i?eparErnent
vier of S v'-'scold
HERS.0 Index • ® • -
Your escore
performance score.The lower the number, Southold,NY 11971
the more energy efficient thehorne.7o Builder.
4i8 learn
more, - • - • to an average • - PecmicBuilding Solutions
Your Home's Estimated Energy Use: This home meets or exceeds the
Use[MBtu] Annual Cost criteria of the following:
Heating 27.0 $1,799 ENERGY STAR v3.2
Cooling 1.4 $93 ENERGY STAR v3.1
Hot Water 2.8 $184 ENERGY STAR v3
Lights/Appliances 24.0 $1,596 2020 New York ECCC
Service Charges $144 2018 International Energy Conservation Code
Generation (e.g.Solar) 0.0 $0
Total: 55.2 $3,816
HERS'Index Home Feature Summary: Rating Completed by:
More Energy Home Type: Single family detached
Energy Rater: Michael Catalano
%so Model: Custom
Existing rco Community: N/A RESNET ID: 0210214
Homes 130 Conditioned Floor Area: 3,582 ft- Rating Company: Green Guru LLC
S3O Number of Bedrooms: 5 12 Arbutus Court
Reference i00 Primary Heating System: Air Source Heat P mp Electric•3.9 HSP 631 3986906
Home 90 Primary Cooling System: Air Source He Pump-Electric•18 SEE ,
ao PrimaryVIVater Heating: Residentia 'ater Heater.Electric•3.7 Energy actor Rating Provider: RATERusd
PO BOX 1280
�o House Tightness: 1620.7 C r 50(3.00 ACH50) 855-273-7872 -
60 ventilation: 180 CFP, 40 VVatts-Exhaust Onl �F
au— Duct Leakage to Outside: 5 CFlvl r. i
This Home Above Grade Walls: R-2730
20 Ceiling: Vaulted R .R-38 / /
Zero Energy
to tVindowType; U-Value:0.29,SHGC:0.29 /Vchcce; Ca(-L x7,(9,
Home 0 Foundation4Valls: R-13
Less Energy Framed Floor: R-30 Michael Catalano,Certified Energy Rater
cis=SFrStir ` Digitally signed:7/24/24 at 7:58 Art i
IECC 2018 performance Compliance
Property Organization Inspection Status
480 Ackerly Pond Road Green Guru LLC 2024-07-09
Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Builder (Confirmed)
0210214.361 D.480AckerlyPond Road 11, Peconic Building Solutions
Inc
Annual Energy Cost
Design IECC 2018 Performance As Designed
Heating $1,432 $1,385
Cooling $162 $155
Water Heating $162 $163
Mechanical Ventilation $89 $39
SubTotai=Used to'determine compliance $1,845 $1,741
Lights&Appliances w/out Ventilation $1,200 $1,200
Onsite generation $0 $0
Total $3,045 $2,941
R405.3 Source Energy Exception:The proposed home uses 6.37 MBtu LESS source energy than the reference home.
Requirements
The proposed house meets the IECC 2018 Performa rice reference energy bill requirement
R405.3; Performance-based compliance passes by 5.645 by,5104.24(6.37 AgBtu).
R402.4.1.2 Air Leakage Testing Air sealing is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa.
R402.5_ Are a-t-teighted average fenestration SHGC AIreaaveighted average fenestration SHGC is 0.29.The maximum allor.ed value is[No
Limiti.
R402.5 Area-weighted average fenestration U-Factor
R404.1 Lighting Equipment At least 90.0 S o`fiixtur es shall be high-efficacy lamps,currently'100.0%are high-efficacy.
R403.6.1 Mechanical Ventilation Efficacy
R403.3.3 Duct Testing
Mandatory checklist hlandatory code requirements that are not checked 2018 IECC Mandatory Checklist must be checked as complete.
by Ekotrope must be met.
�- IRCI'vI1505.4.3. M chanicatVentilationPate
R405.2 Duct Insulation All ducts outside the thermal envelope must be insulated to at least R6.0.
Design exceeds requirements for IECC 2018 Performance compliance by 5.6%.
As a 3rd party extension of the code jurisdiction utilizing these reports.)certily that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of
the adopted International Energy Conservation Code based on SUFFOLK County.if rating is Projected.I certify that the building design described herein is consistent-with the building plans,
specifications,and other calculations submitted with the permit appticaaon,if rating is Confirmed,I certify that the address referenced above has been inspectec'tested and that the mandatory
provisions ofthe IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another parry.
Name: Michael Catalano Signature: Atic ad('a�iGtru7
Organization: Green Guru LLC Digitally signed: 7/24/24 at 7:58 AM
r_t...a ..
1 Ekotrope RATER-Version 4.1.1.3446
a ' ' IECC 2013 Performance compliance results calculated using Ekotrope RATE 's energy and code compliance algorithm.
Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users.
Ekotrope disclaims all liability for the Information shown on this report.
am I
480 Ackerly Pored Road
Southold, NY 11971
Builder:Peconic Building Solutions Inc
Model:Custom
THIS HOME IS
CERTIFIED
2018 INTERNATIONAL •
GY CONSERVATI NN CODE
Building Features
Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0
Above Grade Walls R-27 Duct Leakage to Outside 5 CFTV1 @ 25Pa(0.21 /100 fC)
Foundation Walls R-13 Total Duct Leakage 50 CFM @ 25Pa(Post-Construction)
Framed Floor R-30 Heating Air Source Heat Pump•Electric•8.9 HSPF
Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Source Heat Pump-Electric• 18 SEER
Infiltration 1620.7 CFMSO(3.00 ACH50) Water Heating Residential Water Heater•Electric•3.75 Energy
Window U-Value:0.29,SHGC:0.29
Factor
Asa 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of chapter a of the
adopted Intammional Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent:vith the building plans,specifications,
and other calculations submitted with the permit application.if rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC
have been installed to meet or exceed the intent of the IECC or will be ver iSed as such by another party.
Name: Michael Catalano Signature: At CAa "CedC 'I'y
organization: Green Guru LLC Digitally signed: 7/24/24 at 7:58 AM
Ekotrope RATER-Version 4.1.1344E
2018 IECC compliance results calculated using Ekotrope RATER's energy and code compliance algorithm.
Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users.
Ekotrope disclaims all liability for the information shown on this report.
New York ECCC 2020 Performance Compliance
Property Organization Inspection Status
480 Ackerly Pond Road Green Guru LLC 2024-07-09
Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Builder (Confirmed)
0210214.361 D.480AckerlyPond Road 11, Peconic Building Solutions
Inc
Annual Energy Cost
Design New York ECCC 2020 Performance As Designed
Heating $1,510 $1,385
Cooling $163 $155
Water Heating $163 $163
Mechanical Ventilation $45 S39
Sub Total Used to determine compliance $1 879 $1,741
Lights&Appliances Wout Ventilation $1,200 $1,200
Onsite generation $0 $0
Total $3,080 S2,941
R405.3 Source Energy Exception:The proposed home uses 8.47 MBtu LESS source energy than the reference home.
Requirements
R405:3 Performance based cbmptiance'passesjby 7.4Sa The,proposed house meets the New York ECCC 2020 Performance reference energy bill'
requirement by S133.�2 t0.47 i 18tuj.
R402.4.1.2 Air Leakage Testing Air sealing is 3.00 ACH at So Pa.It must not exceed 3.00 ACH at 50 Pa.
R402.5 Area,weighted average fenestration Area vielghted average fenestration SHGC is 0.24.The maximum alloyed value is[No
Lim't?j.
R402.5 Area-weighted average fenestration U-Factor
R404.1, Lighting Equipment At teast4Q.Qt:of fixtures shall be high e^ acy lamp,currently 100.0Ee are high-efficacy,
R403.6.1 .lechanical'ventiiation Efficacy
R403.3.3. Duct Testing
r Mandatory code requirements that are not checked Next York 2020 Mandator Requirements must be checked as com le'
P,iandator{Checklist by Ekotrope must be met. i -q p
R403.6 Mechanical Vcntitation Pate
R405.2 Duct Insulation All ducts outside the thermal envelope must be insulated to at least R6.0.
Design exceeds requirements for New York ECCC 2020 Performance compliance by 7.4%.
As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this enemy code compliance document has been created in accordance with the requirements of Chapter 4 of
the adopted International Energy Conservation Code based on SUFFOLK County.if rating is Projected,I certify that the building design described herein is consistent;,J,h the building plans,
specifications,and other calculations submitted with the permit application.if rating is Confirmed,I certify that the address referenced above has been inspecteditested and that the mandatory
provisions o£the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party.
Name: tvlichael Catalano Signature: AlicAC"W I('C"(4(C"'70
Organization: Green Guru LLC Digitally signed: 7/24/24 at 7:58 AM
Ekotrope RATER-Version 4.1.1.3446
New York ECCC 2020 Performance compliance results calculated using Ekotrope RATEn s energy and code compliance algorithm,including appropriate amendments.
Ekotrope RATER,is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users.
Ekotrope disclaims all liability for the information sho,.vn on this report.
480 Ackerly Pond Road
Southold, NY 11971
Builder: Peconic Building Solutions Inc
Model: Custom
THIS HOME IS CERTIF ED TOMEETTHENEW YORK2020
ENERGY • D
Building Features
Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0
Above Grade Walls R-27 Duct Leakage to Outside 5 CFIVI @ 2513a(0.21 /100 ft')
Foundation Walls R-13 Total Duct Leakage 50 CFM @ 25Pa(Post-Construction)
Framed Floor R-30 Heating Air Source Heat Pump•Electric•8.9 HSPF
Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Source Heat Pump•Electric• 18 SEER
Infiltration 1620.7 CFA450(3.00 ACH50) Water Heating Residential Water Heater•Electric•3.75 Energy
Factor
Window U-Value:0.29,SHGC:0.29
Asa 3rd party extension of the code jurisdiction utilizing these:eports,I certify that this energy code compliance document has been created in accordance%ith the requirements of Chapter a of the
adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent%with the building plans,specifications,
and other calculations submitted with the permit application.if rating is Con`rmed,I certify that the address referenced above has been in<-oected/tested and that the mandatory provisions of the 1ECC
have been installed to meet or exceed the intent of the IECC or will be verified as such by another party.
Name: Michael Catalano Signature: 31«(C,e�C"ali- n0,
Organization: Green Guru LLC Digitally signed: 7/24/24 at 7:58 AM
Ekotrope RATER-Version 4.1.1.3446
New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,Including appropriate amendments.
Ekotrope RATER is a RESNE T Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users.
Ekotrope disclaims all liability for the information sho;^.•n on this report.
Energy Code Inspection Checklist
Property Organization Inspection Status
480 Ackerly Pond Road Green Guru LLC 2024-07-09
Soufhold,NY 11971 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Builder (Confirmed)
0210214.361 D.480AckerlyPondRoad11 Peconic Building Solutions
Inc
General Building Information
Conditioned Area(sq ft) 3,582
Conditioned Volume(cubic ft) 32,413
Insulated Shell Area(sq ft) 7,184.7
The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features
will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home
continues to meet the applicable energy code.
Slab
El Name:Basement Slab(1,164 s.f.,143 ft.exterior perimeter)
R-0 perimeter insulation,R-0 under slab insulation.
Framed Floor
Name:First Floor mud Over Garage(86 s.f.)
R-0 continuous insulation,R-30 cavity insulation
Insulation Grade:I
Name:Second Floor Cantilever Floor(46.4 s.f.)
R-0 continuous insulation,R-30 cavity insulation
Insulation Grade:I
Foundation Wall
Name:FDVI-Main(Exterior Perimeter[ft]:143,Height Above Grade(ft]:1,Depth Below Grade[ft]:8)
R-13 continuous insulation,R-0 cavity insulation
Insulation Grade:I
Fully insulated(top to bottom)
Above Grade Wall
Name:AGW(2,541 s.f.)
R-0 continuous insulation,R-27 cavity insulation
Insulation Grade:I 1
Energy Code Inspection Checklist
Property Organization Inspection Status
480 Ackerly Pond Road Green Guru LLC 2024-07-09
Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Builder (Confirmed)
0210214.361 D.480AckerlyPond Road 11, Peconic Building Solutions
Inc
Name:Garage Wall(144 s.f.)
R-0 continuous insulation,R-27 cavity insulation
Insulation Grade:I
Rim Joist
Name:Rim Joist (138 s.f.)
R:30.00
Name:Rim to Garage(16 s.f.)
R:30.00
Name:Band Joist(144 s.f.)
R:30.00
Ceiling/Roof
El Name:Ceiling Vaulted(1,532 s.f.)
R-0 continuous insulation,R-38 cavity insulation
Insulation Grade:I
El Name:Ceiling Flat(86.3 s.f.)
R-0 continuous insulation,R-38 cavity insulation
Insulation Grade:I
Opaque Door
Name:Front Door(24.6 s.f.)
R:2.10
Name:Back Door(8.4 s.f:)
R:2.10
Glazing
Name:1 (13.4 s.f.), U:0.290, SHGC:0.29, Orientation:NORTHWEST 2
Energy Code Inspection Checklist
Property Organization Inspection Status
480 Ackerly Pond Road Green Guru LLC 2024-07-09
Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Builder (Confirmed)
0210214.361 D.480AckerlyPondRoadl1, Peconic Building Solutions
Inc
El Name:2(13 a s.f.), U:0.290, SHGC:0.29, Orientation:NORTH_VVEST
El Name:3(3.2 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH—WEST
0 Name:4(3.2 s.f.), U:0.290, SHGC:0.29, Orientation:NORTHWEST
Ej Name:S(3.2 s.f), U:0.290, SHGC:0.29, Orientation:NORTH—WEST
El Name:6(13.4 s.f), U:0.290, SHGC:0.29, Orientation:NORTHWEST
Name:7(13.4 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH—WEST
Name:8(13.4 s.f), U:0.290, SHGC:0.29, Orientation:NORTHWEST
Name:9(13.4 s.f), U:0.290, SHGC 0.29, Orientation:NORTH—WEST
Name:10(13.4 s.f.), U:0.290, SHGC:0.29, Orientation:NORTHWEST
Name:11 Front Door(22.4 s.f), U:0.290, SHGC:0.29, Orientation:NORTH_tNEST
Name:12 0 3.4 s.f), U:0.290, SHGC:0.29, Orientation:NORTH—WEST
El Name: 13(13.4 s.f.), U:0.290, SHGC:0.29, Orientation:NORTHWEST
Name:14(13.4 s.f), U:0.290, SHGC:0.29, Orientation:NORTHWEST
Name: 1 S(7 s.f), U:0,290, SHGC:0.29, Orientation:SOUTH—EAST
µ` Name:16(14.9 s.f), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST
Name:17(14.9 s.f), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST
3
Name:18(14.9 s.f), U:0.290, SHGC 0.29, Orientation:SOUTH—EAST
Energy Code inspection Checklist
Property Organization Inspection Status
480 Ackerly Pond Road Green Guru LLC 2024-07-09
Southold,NY 11971 Michael Catalano Rater 1D(RTIN):0210214
Model:Custom RESNET Registered
Builder (Confirmed)
0210214.361 D.480AckerlyPond Road 11, Peconic Building Solutions
Inc
Name:19(14.9 s.f), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST
El Name:20(7 s.f), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST
Name:21 (12.3 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST
Name:22(12.3 s.f.), U:0.290, SFIGC:0.29, Orientation:SOUTH—EAST
El Name:23(12.3 s.f), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST
I----J Name:24 Back Door(14 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST
D Name:25(14 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST
Name:26(14 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST
0 Name:27(14 s.f), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST
f Name:28(7 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH—EAST
Name:29(13.4 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH—EAST
Name:30(13.7 s.f), U:0.290, SHGC:0.29, Orientation:SOUTH—WEST
�� Name:31 (13.7 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH—WEST
11 Name:32(13.7 s.f.), U.0.290, SHGC:0.29, Orientation:SOUTH_VVEST
Ej Name:33(8.7 s.f), U:0.290, SHGC:0.29, Orientation:SOUTH_VIEST
El Name:34(8.7 s.f.), U:0.290, SHGC:0.29, Orientation*SOUTH—WEST
4
'Ef Name:35(6.9 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTHWEST
Energy Code Inspection Checklist
Property Organization Inspection Status
480 Ackerly Pond Road Green Guru LLC 2024-07-09
Soufhold,NY 11971 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Builder (Confirmed)
0210214.361 D.480AckerlyPond Road 11, Peconic Building Solutions
Inc
Name:36(6.9 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH_1,VEST
Skylight
None Present
Mechanical Ventilation
Mechanical ventilation system rated for,and capable of,providing continuous ventilation.
System shall include automatic timing controls.
System type:Exhaust Only, 15 Iirs/day,40Watts
Mechanical Equipment
Water Heating•Electric• 100%Hot Water Load @ 3.75 Energy Factor
Heat Pump Lov-ier•Electric•50%Heating Load @ 8.9 HSPF,50�,5 Cooling Load @ 18 SEER
Ej Heat Pump Upper•Electric•50%Heating Load @ 10 HSPF,50gQ Cooling Load @ 19 SEER
Air Leakage Control
Test Status:Blower-door tested
House is air-sealed as to achieve 1,621 CFM50(3.00 ACH50)or less at final blower-door test.
Infiltration Requirements for IECC in Climate Zone 4
2009 IECC Infiltration limit for the design home is 7 ACH50.
2012 IECC Infiltration limit for the design home is 3 ACHSO.
2015 IECC Infiltration limit for the design home is 3 ACH50.
2018 IECC Infiltration limit for the design home is 3 ACH50.
2021 IECC Infiltration limit for the design home is 5 ACH50.
5
Energy Code Inspection Checklist
Property Organization Inspection Status
480 Ackerly Pond Road Green Guru LLC 2024-07-09
Southold,NY 11971 Michael Catalano Rater iD(RTIN):0210214 ,
Model:Custom RESNET Registered
Builder (Confinned)
0210214.361 D.480AckerlyPondRoadl 1, Peconic Building Solutions
Inc
Duct Leakage
Duct System 1
All ducts and equipment within conditioned space
Leakage to Outside specified as:5 CFM @ 25Pa(0.21 /100 ftz)
Total Leakage specified as:50 CHO @ 2513a(Post-Construction)
Duct System 2
NOT entirely within conditioned space,testing required
Leakage to Outside specified as:10 CFM @ 2513a(0.84/100 ftZ)
Total Leakage specified as:50 CFfv1 @ 25Pa(Post-Construction)
Duct Leakage Code Requirements for IECC
20091 ECC:
Postconstruction Leakage Test:Duct Leakage to Outdoors<=8 CH025/100 sq ft CFA.
Rough in Test EMth AHU:Total Duct Leakage<=6 CF1025/100 sq ft CFA.
Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA.
2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths:
Postconstruction Leakage Test:Total Duct Leakage<=4 CHV125 1100 sq ft CFA.
Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA.
Rough in Test without AHU:Total Duct Leakage<=3 CFM25/100 sq ft CFA.
z Note:IECC 2021 requires Total Duct Leakage<=8 CFM25/100 sq ft CFA villen all ducts
and air handlers are within the building thermal envelope.
2015 and 2018 IECC Performance Paths(Cost Compliance):
Leakage testing is required UNLESS all ducts and air handlers are located entirely a%fithin the thermal envelope.
There is no pass/fail threshold for duct leakage on the performance path.
Project Notes
6
Building Summary
Property organization Inspection Status
480 Ackerly Pond Read Green Guru LLC 2024-07-09
Southold,NIY 1 1971 Michael Catalano Rater ID iRT7N):02l0214
Modell Custom RESNET R egistered(Confirmed)
Builder
0210214.361 DASOAckerlyPondRoad 11971 Pzconic Building Solutions Inc
i
General Building,Information
Number Of Bedrooms 5
Number Of Floors 3
Conditioned Floor Area(sq.ft.3 3,532 ,
Has Electric Vehicle Ready Space No
Unconditioned,at'ached garage? Yes
Conditioned Volume icu.ft.] 32,4)3
Total Units in Building 1
Residence Type Single family detached
Number of Floors in Building - -
Fioor Number
Model Custom
Community
RESNETAECC200o-2018 Climate Zone 4A
IECC 2021 Climate Zone 4A
._..-_I
Foundation Wall
Name LibraryType Height Above Grade Depth Below Grade Perimeter Location Enclosing
FD,'J-1vlain R-13 Draped,Full 1 8 143 Exposed Exterior Conditioned Space
Foundation Wall Library List9 }
Name Feet From Wall TopTe Feet From Wall Top To is Fully Insulated Continuous R-value Cavity R•value Effective Insulation R-
Continuous Insulation Continuous Insulation value
Top Bottom
R-13 Draped.Full ;,;}, ?ti' Yes 13.00 *'A NI
P
Slab
Name LibraryType Perimeter Floor Grade Carpet R Exposed Masonry Surface Area~� Location Enclosing
Area
BasementS(ab Unirlsulated 143 BelovfGrade 0 1,164 1,164Aft' Exposed Exterior Conditioned Space
4
Slab Library List 1
Name Wall Construction Slab Completely Underslab Perimeter Perimeter Perimeter Thermal Break Effective R•value
Type Insulated? Insulation Width Insulation Depth Insulation R Value Insulation Is
ftl ¢tl Exterior
Uninsulated Vloed Frame! No 0 0 0 Yes No 0.00
Other
Building Summary
Property Organization Inspection Status
480 Ackzrly Pond Roaa Green GUEL L?C 2024-07-N
Southold,NY)1971 tahael Ca:atano Rater DD(-RTi;'?:02 i 0214
Model:Custom RESNETRegistered;Confirmed)
Builder
0210214.361D.480AckeriyPondRoad1197) Peconic Building Sol uc:onsInc
Framed Floor
µName N Library Type CarpetR Floor Grade Surface Area Location
First Floor mud Over R-30 Garage'Ceiling 0.68 Above Grade 86.0ft, Unconditioned,attached'
Garage
garage'
5econd Floor Cantilever R-30 0.68 Air=Grade 40.4 ft' Exposed Exterior
Floor
Framed Floor VLibrarytList
Name Effective R-value
R-30 233-13
R-30 Garage Ceiling _ _ 26.846
Rim.Joist
_
Name ~Library Type Surface Area Location
Sand Joist R30:0 144.0 f:' Exposed 6'erior
R30.0 13s.0 f= Exposed Ex'.eric
Rim to Gwage R 30:0 ioA f-, Unconditioned.arached garage
Name Effective Insulation R-value
R 30.0 30.00
Wall,
Name LibraryType Surface Color SolarAbsorptance Surface Area Location
AMY R-27 Medium 0.75 2,541.0 fC Exposed Exterior'
Garage-Wall - R-27 t"•edium 0.75 144.0 r= Unconditioned.a-ached
garage
2
Building Summary
Property organization Inspection Status
480 Ackerly Pond Road Green Guru LLC 2024-07-09
Southold,N1Y 11971 4tichael Catalano Rater 10 Ctr TM):02 i 0214
Yioder Custom RESNET Re,istered;Confirmed'+
Builder
0210214.361 D.-s80AckerlyPondRoad 1197' Peconic Building Solutions Inc
List Wall Library
J
Name Effective R-value
R-27 i 9.857
Glazaing _
-Name LibraryTypeu Wall FoundationWali Is Operable _ Overhang2 Overhang Ft To Overhang FtTo Orientation Surface Area
Assignment Assignment Depth Top Bottom
i V!Vlood 2929 AG?"J Yes 0.9 153 6.33 13.=fe
10 V/Wood 2929 AGW Yes 6.9 153 15.3 Northwest 13.9 fY
I I Front Door VAllood 2929 AGVI Yes 7 5.6 i 0,93 Northwest 22.A ft'
12 VAVood 2929 AGW Yes 0.9 11 15.8 North:vest 13.4 ft'
13 WVood 2929 AG?V Yes 0.9 11 15.8 Northwest 13.;fe
14 V.'Vcod 2929 AGW YaS 0.9 1 1 15.8 Naf invest 13.4 ft`
15 V../Wood 2929 AG?'+ Yes 0.9: 1.1 4.93 Southeast 7.0 fr
16 VA1.1ood 2929 AGW Yes 0.92 1.1 635 Southeast I a.9 ft'
17 V..^Vibod2929 AGW 1as 0.92 1.1 6.33 Southeast 74.9te
is V 1''aod 2929 AGW _, 0.9' 1.1 6.35 South=east I z.9 fY
19 V 01bod 2929 AGIN 1?s 0.92 1.1 635 Southeast 14.9 fe
2 ViWood 2929 AGW Yes 0.9 153 633 Northwest 13,4 ft'
20 VhNood 2929 AGVr Yes 1 1.1 4.93 Southeast 7.0 fY
21�ViVV'ood 2929 A.G'rV Y25 1 1.1 5.43 Southeast 12.3 ft'
22 VAVood 2929 AG,.' Yes i 1.1 5r:3 Southeast 12.3 ft'
23 y Vl`:ood 2929 AG,' Yen. - - - "s 1.1 5.43 Southeast 12.3 ft°
24 Back Door VMfood 2929 AGW Yes 1 15 8.16 Southeast 14.0 f-L
25 V,'V,00d2929 AG?:' Yes 1 1.5 8.i6 Southeast 14.0ft2
26 Vr?Vood 2929 A&V Yes` i 1.5 8.16 Southeast 14.0 if
27 VfWood 2929 AGW Ya ;i 1.5 V 6 Southeast 1».O It'
_. ............ ....
23 Vt:'ood 2929 AGbi' Yes 1 1.1 1.93 Southeast 7.O ft'
3
Building Summary
Property Organization Inspection Status
480 Ac+arly Pored Road G-een GL.'L'L"_C 202,:-07-Ou
Southo!d,NY 11971 lr;ichaelCa:abno aE_riDfRTGI?:02i021-
Model:Cusco n -ESNE a r',eoi tered%Con trmed3
Builder r
0210212361D.4SOAcker!yPondr^.nad11971 PeconxBuiWingSolutionsInc
Name LibraryType Wall Foundation Wall Is Operable Overhang Overhang Ft To OverhangFtTo Orientation Surface Area
Assignment Assignment Depth Top Bottom
29 VAVcod 2929 AG'Af Yes 0.92 3.8 353 Nor`.heast 13.4 fe
3 %fV..'ood 2929 A.G::r Yes 2 0.8 2.6 Northwest 3.2 f
30'--'VAVood2929 A.GV1^� Yes 092 7.83 12.66 Southwest 13.7 ft'
31 V.s tood N29 AC L Yes 0.92 6.25 11.09 Southwest 13.7 fe
32 V:ni'cod 2929 Aal.' Yes 0.92 625 1 Us Southwest 13.7 fe
33 VA%Ibod 2929 AGW Y-- 0.92 16.75 21 Southwest 8.7 ft'
34 4-1"cod 2929 A0,11 Yes 0.92 16.75 215 Southwest E.7ft'
35 Vr1:'ood 2929 AG:11 Yes 0.92. i9.1 22.35 Southwest 6.9 ft'
36 V\ ood 2929 AGIN 5 s 0.92 12.83 16.58 Southwest 6.9 ft'
4 VAVood 2929 A&A' yes 2 0.8 2.6 North vest 32 ft'
S�VAVood 2929 AG%V Yes 2 0.8 2.6 Northwest 3.2 ft'
6 VJWood 2929 AG11 Yes 0.9 1.53 633 Northwest 13.4 ft'
7 VIVood'929 AGW Yes, 0.9 1.53 633 Northwest 13.4,fr
8 V vi''ocd 292'i AGi's i s Y^� 0.9 1.53 15-S Northwest 13.4 fe
9 V•'!:'cod 2929 A.Gi: ticS 0.9 1 15.8 Northwest 13.4 fY
Glazing Lobrary t_ist
Name Shgc U-factor
V.bVood 2929 0:29 0290
y. 9
None Present~
Skylight Library List
None Present
4
Building Summary
Property organization Inspection Status
480 Ad$erly Pond Road Green Gun:LLC 2024-07-09
Southold,NY 11971 :rlichael Catalano Rat.r ID(RTIN):021021
Moder.Custom RESNET Registered(Cowirmed'
Builder
0210214361D.180AckerlyT-ondRoad11971 Peconic Building Solutions Inc
Opaque Door
Name Library Type Walt Assignment Foundation Wall Emittance Solar Absorptance Surface Color Surface Area Location
Assignment
Back Door 1-3t41'M solid core ACtiV 0.9 0-75 Medium 8.1 ftz Exposed Exterior
Front Door 1-3/4Vrd solid,core AGvV - 0.9 0,75 Medium 24.6f; Exposed Exterior
Opaque Door Library List
Name Effective R-value
1-3j!V.d solid core 2.10
"5
Roof°Insulation
Name Library Attic Clay or Doesthe Roof Slope Ceiling EaveHeiyyht Eave Surface Solar Surface Location
Type Exterior Concrete Roof have Framing fn.] Length[in.] Color Absorptance Area
Area(fel Roof Tiles Eaves? height(in.]
Ceiling Flat R-3S Hatt, 2963 NO NO tljhk NIA N.A N,"A NSed'aum 0.75 85.3 ft- Attic
P.tbc
CeilincVauite�R-38,Vaulted 1,532 t,o No NZA M!A N A N/A ltedium 0.75 1,532.0 ft2 Vaulted Roof
Roof Insulation Library List I
Name Has Radiant Barrier Effective R-value
R-38 Batt,Attic No 32.402
R-38,Vaulted No 31381
1
Whole House.infiltrat on A
Infiltration Measurement Type Shelter Class
1620.7 CFi4i at 50 Fa Blo,.,.er-door tested 2
Building Summary
Property Organization Inspection Status
480 Ackerrj Pond Road Green Guru LLC 202=-07-:ry
Southold,N.'Y11971 h;icnaelCa:aiano RaterID!Rii%'.02i0214
Niodei:Custom RESNET Registered I,Conftrmed)
Builder
0210214.361 D.4SOAckEdyFondn'oad 11971 Feconic Building Solutions Inc
i
Mechanical Ventilation
Ventilation Type Ventilation Rate Ift 1 Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer
Minute] per day three hours Percent
Exhaust Only 180Gi1M1 i5 40Watts Yes 0
Lighting
96 Interior Fluorescent 96lnte7
r LED Lighting 96 Exterior Fluorescent 96 Exterior LED Lighting 16 Garage Fluorescent 96 Garage LED Lighting
Lighting Lighting Lighting
0 90 0 30O 0 100
Onsite Generation
None Present
Onsite Generation Library List
None Present
Solar Generation
None Present
Dehumidifier
None Present
Dehumidifier Library List
None Present
6
Building Summary
Property Organization Inspection Status
430 Ac erly Pond Road G'een Guru L_C 2024-07-09
Southold,W 1 1971 hlichael Catalano Rater ID 4R T1,,:02 0214
Model:Custom RESNETREgistered[Confirmed?
Builder
021021-.361DASOAckerlyPondF.oad119711 Peconic Building Sol-utionsInc
Tan
WholeHouse
None Present
Whole House Fan Library List -?
None Present
Conditioning Equipment
Name Libra.._...._. _.,_...�.. ._"_•__,:_. __._. ,_: w..M.__.... ..,<,._..._, .___.__ .,...,,._..__r�._._,..,.,.,. _��_,.�.____.d._,.._.._._ ..,,. ,_ _.a, ..__.�:
raryType Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load Location
Heat Pump Lo.er 36k IS SEER 2.ghspf 50ia 500 0S; Conditioned Space
Heat Pump Upper 30k 1 gSEER 10.0'rsof 50? 50?, 0=' Atdc
.._........
Water Heating XE65T i OHS45UO HP Hot 0?.§ Ca- 100.a Common Conditioned
Water Space
Equipment Type:30k'19SEER 1®.Ohsp€
Equipment Type Air Source Heat pump
Fuel Type Electric
Distribution Type Forced Air
Motor Type ECM(Va.iable Speed)
Heat Pump'SystemType Splitsystem
Heating Efficiency io HSPF
Heating Capacity[0tu/hi 32
Backup Fuel Type Electric
Svdtchover Temperature�'F) 0
Backup Heating Efficiency 1 Adjusted Efficiency
Use default Supplemental Heat No
Supplemental Heat ikM 5
Cooling Efficiency 19 SEER
Cooling Capacity k6tu;h 30
7
Building Summary
Property organization Inspection Status
480 Ackerty Pond Road C,een Gu:u LLC 2024-07-09
Southold,MY 11971 S:":ichaei CaCaiano Rat=_r 10 STi;1L02?0214 ,
Model:Custom RESNETpeoistzred Monxirrned)
Builder
0210214.361 11971 P c7`cSffd¢ngSolidonsInc
Equipment Type:36k 18 SEER 8.9hspf
Equipment Type Air Source Heat Purnp
Fuel Type Electric
Distribution Type Forced Air .
Motor Type ECM(Variable Speed)
Heat Punnp System Type- Split System
Heating Efficiency 3.9 HSPF
Heating Capacity(kBtufh+ 2=
Backup Fuel Type Electric
StivitchoverTempetature:(Fi q .
Backup Heating Efficiency 1 Adjusted Efficiency
Use default Supplemental Heat No
Supplemental Heat ikV'f 14
Cooling_EfFclen'ty 18 SEER
Cooling Capacity ikBrulh 30
Equipment Type:XE65T1OHS45UO;HPa Hot Water r
Equipment Type Residential Water Heater _
Fuel Type Electric
Distribution Type Hydronic Delivery,(Radiant)
Hot Water Efficiency 3.75 Energy Factor
Tan k.Capacity,gal.) 59
Building Summary
Property Organization Inspection Status
480 AcCerly Pond Road Green Guru LLC 202,-07-C3
Southold,NY11971 ;:icha_ICa-alano Rate.,ID'.R X:021021
Model:Custorn F:ESNE FecisterediCon`rrmed)
Builder r
021021."-.361 DASOAckerl;;FondRo3d 11071 Peconic Building Solutions Inc
Distribution System
Distribution type Forced Air
Heating Equipment Heat Pump Lower
Cooling Equipment Heat Pump Lov4e,r
Sq.Feet Served 2,336
Return Grilles i
Supply Duct R Value 8
Return Duct R Value 8
Supply Duct Area Cft j 64422
Return Duct Area i?t'1 1 49:3
Leakage to Outdoors 5 CFh,1 25Pa;0 21 1,100 ft-)
Total Leakage 50 CFht25
Total Leakage Duct Test Conditions Post-Construction
Use Default Flow Rate Yes
Duct 1
Duct Location Conditioned Space .
Percent Supply Area 100
Percent Return Area 100
Dud 2
Duct Location Conditioned Space
Percent Supply Area 0
Percent Return Area 0
Duct 3
Duct Location Conditioned Space
Percent Supply Area 0
Percent Return Area 0
Dud 4
Dud Location Conditioned Space.
Percent Supply Area 0
Percent Return Area 0
Duct 5
Duct Location Conditioned Space
Percent Supply Area 0
Percent Return Area 0
Duct 6
Duct Location Conditioned Space
Percent Supply Area 0
Percent Return Area 0
9
Building Summary
Property organi=atien Inspection Status
480 Ackesty Pond P,o-e G: u LI C 2024-03-09
Southold,'%Y 11971 f limas_CBS.-Lw o Rase.0 tnT'NI� 3210214
Model:Custom =EShe,Fenisesed;Kon firmed)
Builder
0210214.361D.3S,A.ckcrIyPondR1oad11971 Solutions Inc
Distribution System i
Distribution—type Forced Alt
Heating Equipment Heat Pump Upper
Cooling Equipment Heat Pump Upper,
Sq.Feet Served 1,146
;;.Return Grilles "A
Supply Duct R Value 3
Return Duct RValue 8
Supply Duct Area gt�j 322.92
Return DUCt Area Sec j
Leakage to Outdoors PO CFM)25Pa(0.841100 ft')
Total Leakage S5 CFM25:
Total Leakage Duct Test Conditions Post-Coris:ructian
Use Default,Flow Rate. Yes
Duct i
Duct Location _ Concfiitianed,Space
Percent Supply Area 60
Percent Return Area 60
Duct 2
Duct Location Conditioned Space
Percent Supply Area 40
Percent Return Area 40
Duct 3
Duct Location _ Conditioned Space
Percent Supply Area 0
Percent Return Area, 0
Duct 4 _
Duct Location Conditioned Space
Percent Supply Area 0
Percent Return.Area 0
_Duct 5
Duct Location Conditioned Space
Percent Supply Area 0
Percent Return Area 0
Duct 6
Duct Location Conditioned Space .
Percent Supply Area 0
Percent Return Area 0
HVAC Grading
1
HVAC Grading Nqt'Conducted.
. 1
Ceiling Fan ,
Has Ceiiing,Faai No
10
Building Summary
Property organization Inspection Status
130 Acprly Pond Road Green Guru L.LC 2024-07-09
Southold,.NY 1 197 1 M.icnaFl ca:alano Rate-ID ly T 1,:±:02 i 021;
Model Custom FF:SMFTF.a gisteredl Con:ir:r.?d;)
Builder
02102IZ.361 D..490AckerlyPond.R03d i 197' Peconic BuiAirrg Sokr:ions Inc
Water Distribution
Water Fixture Type Standard
Use Default Hot::later Pipe Length No
Hotl0later Pipe Length Tft 52.
At Least R3 Pipe Insulation? Yes
Hot Water Recirculation System? No
Drain Water Heat Recovery? Mo
Clothes Dryer
Ce; 2.62
Fuel Type Electric
Field Utilization Mois-ure Sensing
Is Outside Conditioned Space No
Clothes Dryer Available Yes
Defau Its Type Custom
._._. ..—
Clothes Washer s
Label Energy Rating 152 k,,,,h/Year
Annual Gas Cost 512.00
Electric Rate 5O.12V0.1h
Gas Rate 51.09"i herm
"Capacity 4.2
imef 2.06
Defaults Type . ENERGYSTAR
Load Type Front-load
Loads Per Week o
Is Outside Conditioned Space No
clothes Washer Available ties
Dishwasher
Dislrvrasher DetaultsType ENERGY STAR Compact
Dishwasher Size Compact
Dishwasher EfBciencv 203 kMi
Annual Gas Cost 514.20
Electric Rate 50..12.lh
Gas Rate S 1.09`Therm
Is Outside Conditioned Space No
Dishwasher Available Yes
11
Building Summary
Property organization Inspection Status
4SO Adkerty pond Roca G=en Guiu L C 202--03-
south1DIe'-I1Y 51971 !4khaslCa_a%no Ratsi MI.4l t:021021
Nlodel:cusmm =ESNIE Fe's eddConnrrnsd?
Builder J
02102i 3610.,SGncn4riyFon(!aoadI1971 p_cazz6-6:frgsolu-iensInc
Appliances and Controls
Pro ararnma6le thermostat? Yes;
Ranoe/Oven Fur') Electric
Convection Oven? ` Yes
Induction Ranae? Yes
Range(Ov2n C7istssde Conditio_ni d Space? Sio
Re frigerator Consumption 6-:6 r
Refrigerator Outside Conditioned Space? No
(Votes
12
Builder Affidavit
Property Organization Inspection Status
480 Ackerly Pond Road Green Guru LLC 2024-07-09
Southold,NY 11971 70ichael Catalano Rater ID(R-W:0210214
Model:Custom RESNET Registered
Builder (Confirmed)
0210214.361 D.480AckerlyPond Road 11, Peconic Building Solutions
Inc
Important Notice to Builder
Builder affirms in this affidavit that all building characteristics described in the Building Summary Report accurately reflect this New
Home.Builder agrees to allo v the Home Energy Rating System(HERS)Provider and/or Rater to verify building characteristics of this
New Home fully at the HERS Rater,,Provider's discretion.The HERS Provider and Rater do not create or imply any duty or obligations to
Builder or any subsequent o vner.Builder is responsible for taking any actions necessary to protect Builder's interest.There is no
guarantee or dvarranty whatsoever expressed or implied from the HERS Provider or Rater.
HERS' Index Score:48
Builder Name:Peconic Building Solutions Inc Builder Signature:
Name: Michael Catalano Signature: CcL�a�(ut.6-
Organization: Green Guru LLC Digitally signed: 7/24124 at 7:58 AM
Ekotrope RATER-Version 4.1.1.3446
,Ares.Its,a rebas=_d07ca_ae„.=rdbv=_'--mc _L=__es.Sko-=eci_daimsaRIiai n j`orthn 6ra`a.,a«.. a_ha,raonthis:_po,,1.
o�apE SOUTyOI
TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
\(D INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ XROH PLBG.
FOUNDATION 2ND [ ATION/CAULKING
FRAMING /STRAPPING [ Nb
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
- <nvl4A 5�PA
REMARKS.
DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST) Q--
--------------------------------------
FOUNDATION (2ND)
z
0
a cn
y
ROUGH FRAMING&
PLUMBING
l
1
r
INSULATION PER N.Y. y
STATE ENERGY CODE
C�
lon
G
FINAL O i
ADDITIONAL COMMENTS
•5
u szs ('_
o
Z
m
-F-
c �
0
L
H
d
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jo SUfF01K o.rj TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
o�i? Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.gov
•:poi,!F �a;=�
Date Received
APPLICATION FOR BUILDING PERMIT
11
For Office Use Only .•%l Il--%� �� ``j
PERMIT NO. 5 0 HP 4 Building Inspector-_ ►Cl
NOV S 9023
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2 shall be completed. r
Date:
OWNER(S)OF PROPERTY:
Name: SCTM# 1000- Ofoq 0S-O 13
Project Address: �8o A S r- I n o _
Phone#: Email: .
31 - 837- 7.318 c
Mailing Address:
10 5 11>w n C .re --K. . o f
CONTACT PERSON:
Name:
-- ft. .. Li-e-
Mailing Address:
to
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name: ' r �� 1, 1>:'
g
Mailin Address:
Phone#: ! �' _ Email:
CONTRACTOR INFORMATION:
Narii c
Mailing Address:
Phone#: I Email:
J_7Co5 - Ccon; _'Bui 1 d(_n G 0iYICL
DESCRIPTION OF PROPOSED CONSTRUCTION
' New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $ 55 0', r)
Will the lot be re-graded? kes ❑No Will excess fill be removed from premises? ❑Yes il�o
1
PROPERTY INFORMATION
Existing use of property: ` Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
G A Qservo-tic
this property? ❑Yes (' ,No IF YES, PROVIDE A COPY.
'
❑Check Box After Readfn : The owner/contractor/design rofessional'is res onsible for all drama a and storm water issues as provided 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 By(print name): ❑Authorized JAgent Bowner
Signature of Applicant: Date:
STATE OF NEW YORK)
SI
COUNTYOF 15K
V- Lr-e, PJ being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing con r ct above named,
(S)he is the OwM/r-
(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
� Lh day of ®V OW/'M,G , 20e
Notary Public
SABRINA M BORN
PROPERTY OWNER AUTHORIZATION Notary Public,State of New York
No.01 B06317038
(Where the applicant is not the owner) Qualified in Suffolk County � "
Commission Expires Dec.22,20�Y/
I, residing at
do hereby authorize to apply on
my be to a To n of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
l' �,,pt,omnr�:.�+.,.em+m--- "@G3�y Tom- iD ''"''.d�'+Dt2l1it2S;'1'T'+•' '�'3r�9ZA''ifd7H.A°'1'CtA'87dIYL• � �I:
•7 c s't
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
{ PERMIT NO. 10299 DATE: JANUARY 18,2023 {
ISSUED TO: TOWN CREEK REAL ESTATE INC.c/o MICHAEL LIEGY i
PROPERTY ADDRESS: 480 ACKERLY POND ROAD,SOUTHOLD
0 . SCTM#1000-69-3-13
r AUTHORIZATION �•
# o �� Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 18,2023, and
5 in consideration of application fee in the sum of$250.00 paid by Town Creek Real Estate, Inc. and subject to
- ' the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and
-' permits the following:
Wetland Permit to construct a proposed 25'x50' two-story,single-family dwelling with attached
201x20I garage; install a pervious driveway; install a new I/A OWTS system; and to install
t . K gutters to leaders to drywells to contain roof runoff;with the condition to establish and a ;
s., perpetually maintain a 50'wide non-disturbance buffer landward of the wetland line with split K ��
rail fence; and a non-turf buffer between split rail fence and the house; there is to be no patio
or hardened structure in the rear yard; and as depicted on the:survey prepared by Peconic �, a
r Surveyors,P.C.,last dated December 27,2022 and stamped approved on January 18,2023.
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these
' presents to be subscribed by a majority of the said Board as of the day and'year first above written. '
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TERMS AND CONDITIONS
The Permittee Town Creek Real Estate Inc c/o Michael Liegy,residing at 480 Ackerly Pond
Road, Southold.New York as part of the consideration for the issuance of the Permit does
understand and prescribe to the following:
1. That the said Board of Trustees and the Town of Southold are released from any and all
damages,or claims for damages,of suits arising directly or indirectly as a result of any
operation performed pursuant to this permit,and the said Permittee will,at his or her own
expense,defend any and all such suits initiated by third parties,and the said Permittee
assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees
of the Town of Southold.
2. That this Permit is valid for a period of 24 months,which is considered to be the estimated
time required to complete the work involved,but should circumstaneds warrant,request for
an extension may be made to the Board at a later date.
3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to
maintain the structure or project involved,to provide evidence to anyone concerned that
authorization was originally obtained.
4. That the work involved will be subject to the inspection and approval of the Board or its
agents, and non-compliance with the provisions of the originating application may be cause
for revocation of this Permit by resolution of the said Board.
5. That there will be no unreasonable interference with navigation as a result of the work herein
authorized.
6. That there shall be no interference with the right of the public to pass and repass along the
beach between high and low water marks.
7. That if future operations of the Town of Southold require the removal and/or alterations in the
location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work
shall cause unreasonable obstruction to free navigation,the said Permittee will be required,
upon due notice,to remove or alter this work project herein stated without expenses to the
Town of Southold.
8. The Permittee is required to provide evidence that a copy of this Trustee permit has been
recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to
the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar
days of issuance of this permit.
9. That the said Board will be notified by the Permittee of the completion of the work
authorized.
10. That the Permittee will obtain all other permits and consents that may be required
supplemental to this perm t,:which may be subject to revoke upon failure to obtain same.
11. No right to trespass or interfere with riparian rights. This permit does not convey to the
permittee any right to trespass upon the lands or interfere with the riparian rights of others in
order to perform the permitted work nor does it authorize the impairment of any rights,title,
or interest in real or personal property held or vested in a person not a party to the permit.
Glenn Goldsmith, President ®��®F ® Town Hall Annex
���o®�
54375 Route 25
Nicholas Krupski, Vice President ® P.O. Box 1179
Eric Sepenoski l Southold, New York 11971
Liz Gillooly Telephone(631) 765-1892
Joseph Finora Fax(631) 765-6641
®Iycom
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
June 17, 2026 E rC n �n E
l� !1 V
Michael Liegey +� JUN 1 7 20
105 Town Creek Lane 26
Southold, NY 11971
L31111ding Department
RE: TOWN CREEK REAL ESTATE INC. Town °F Southold
480 ACKERLY POND LANE, SOUTHOLD
SCTM#: 1000-69-3-13
Dear Mr. Liegey:
The following action was taken by the Southold Town Board of Trustees at their Regular
Meeting held on Wednesday, June 10, 2026:
RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative
Amendment to Wetland Permit#10299 to establish and perpetually maintain a 50' wide
non-disturbance buffer landward of the wetland line with a fence, and a non-turf buffer
between fence and dwelling, in lieu'of previously conditioned split rail fence; and as
depicted on the site plan prepared by Peconic Flood Certificate Solutions, received on
June 16, 2026 and stamped approved on June 16, 2026.
Any other activity within 100' of the wetland boundary requires a permit from this office.
This is.not a determination from any other agency.
If you have any questions, please call our office at (631) 765-1892.
Sincerely,
Glenn Goldsmith, President
Board of Trustees
5-C) M
Glenn Goldsmith,President �QF sorry Town Hall Annex
54375 Route 25
Nicholas Krupski,Vice President ��� ���
P.O.Box 1179
Eric Sepenoski Southold, New York 11971
Liz Gillooly G Q Telephone6414TV
Joseph Finora � 0 g
UNTY,
J U N 2 2 2026
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD Biillding Department
f,W,-, a'1 gouthold
CERTIFICATE OF COMPLIANCE
#2385 C Date: June 22, 2026
THIS CERTIFIES that the construction of proposed 25'x50'two-story single-family dwelling
with attached 20'x20' garage,• installation of a pervious driveway' installation of an I/A OWTS system;
and installation of gutters to leaders to drywells• establishment of a 50'wide non-disturbance buffer
landward of the wetland line fence; and a non-turf buffer between fence and dwelling,
At 480 Ackerly Pond Lane, Southold
Suffolk County Tax Map#1000-69-3-13
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated April 5, 2022 pursuant to which Trustees Wetland Permit#10299
Dated January 18, 2023,was issued and conforms to all of the
requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is for the construction of proposed 25'x50'two-story,
single-family dwelling with attached 20'x20' garage; installation of a pervious driveway; installation of an
I/A OWTS system; and installation of gutters to leaders to drywells• establishment of a 50'wide non-
disturbance buffer landward of the wetland line fence,• and a non-turf buffer between fence and dwelling.
The certificate is issued to TOWN CREEK REAL ESTATE INC. owners of the aforesaid property.
Authorized Signature
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �
Facility DEC ID 1-4738-03392
PERMIT
Under the Environmental Conservation Lave .,+CL)
Permittee and Facility Information
,Permit Issued To: Facility:
MICHAEL LIEGEY TOWN CREEK REAL ESTATE LLC
105 TOWN CREEK LN 480 ACKERLY POND LANEISCTM#1000-69-
03-13
SOUTHOLD,NY 11971-1046 SOUTHOLD,NY 11971
Facility Application Contact:
SUFFOLK ENVIRONMENTAL CONSULTING
INC
PO BOX 2003
BRIDGEHAMPTON,NY 11932-2003
(631) 537-5160
Facility Location: in SOUTHOLD in SUFFOLK COUNTY
Facility Principal Reference Point: NYTM-E: 715.374 NYTM-N: 454.8.054
Latitude: 41°03'18.9" Longitude.: 72026'13.6"
Project Location: 480 Ackerly Pond Lane, Southold SCTM#100.0-69-3-13, FWW#SO-36
Authorized Activity:, Construct a two-story single family dwelling, attached garage and gravel
driveway. Install an Innovative Alternative On-Site Wastewater Treatment System(I/A OWTS).
Establish a 50 foot wide non-turf buffer landward of the freshwater wetland boundary and add a split rail
fence as the landward line of the buffer demarcation. All work must be done in strict accordance with
the two-page plan,page one prepared by Donald J Metzger, LLS last revised 2/2/2023,page two
prepared by Joseph Fischetti, Jr, PE dated 9/12/2022,and all pages stamped NYSDEC approved
4/13/2023.
Permit Authorizations
Freshwater Wetlands - Under Article 24
Permit ID 1-4738-03392/00002
New Permit Effective Date: 4/13/2023 Expiration Date: 4/12/2028
Page 1 of 6
`17
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Environmental Permits,Region I
SUNY @ Stony Brook,50 Circle Road',Stony Brook,NY 11790
P:(631)444-03651 F:(631)444-0360
www.dec.ny.gov
f;
DEC 1 2 2023
7
April 13, 2023
Michael Liegey
105 Town Creek Ln
Southold, NY 11971
Re: Permit No. 1-4738-003392/00002
Facility: 480 Ackerly Pond Ln, Southold, NY
SCTM# 1000-69-03-13
Dear Permittee:
-in conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL)
and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the
referenced activity. Please carefully read all permit conditions and special permit conditions
contained in the permit to ensure compliance during the term of the permit. If you are unable
to comply with any conditions, please contact us at the above address.
Also enclosed is a permit sign which is to be conspicuously posted at the project site and
protected from the weather and a Notice of Commencement/Completion of Construction.
Sincerely,
A/
7 1 tfz�
')
Mary A MacKinnon
Deputy Regional Permit Administrator
cc: Suffolk Environmental,Consulting, Inc, Bureau of Ecosystem Health, File
i YORK Depatlillont of
s,YATF. Fnvironmenlal
Conservation
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 14738-03392
CNYSDEC Approval
By acceptance of this permit,the permittee agrees that the permit is contingent upon strict
compliance with the ECL, all applicable regulations,and all conditions included as part of this
permit.
Permit Administrator:MARY A MACKINNON,DEPUTY REGIONAL PERMIT ADM *41STRATOR
Address: NYSDEC Region 1 Headquarters
S.UNY @ Stony BrookJ50 Circle Rd
Stony Brook,NY 11790 -3 fM9
Authorized Signature: ''r' � � �-'f' 1 �`�:-�� Date
J
f Distribution List
I
SUFFOLK ENVIRONMENTAL CONSULTING INC
Habitat
File
Mary MacKinnon
[� Permit Components
NATURAL RESOURCE PERMIT CONDITIONS
GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
NATURAL RESOURCE PERMIT CONDITIONS o Apply to the Following
Permits: FRESHWATER WETLANDS
I. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous
location on the worksite and adequately protected from the weather.
2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee
and contractor shall sign and return the top portion of the enclosed notification form certifying that they
are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion
of project,the bottom portion of the form must also be signed and returned,along with photographs of
the completed work.
Page 2 of 6
is
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION '+
Facility DEC ID 1-4735-03392
3. Conformance With Plans All activities authorized by this permit must be in strict conformance
with the approved plans submitted by the applicant or applicant's agent as part of the permit application.
Such approved plans were prepared by page one Donald J Metzger last revised 2/2/2023,page two
Joseph Fishcetti, PE dated 9/12/2022 and all pages stamped NYSDEC approved 4/13/2023.
4. Seed,Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be
seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the
project,within two days of final grading, or by the expiration of the permit,whichever is first.
5. Temporary Mulch,Final Seeding If seeding is impracticable due.to the time of year, a temporary
mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather
conditions favor germination and growth but not more than six months after project completion.
6. Minimum % Vegetative Cover Suitable vegetative cover is defined as a minimum of 85 % area
vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size.
7. Straw Bales Prior to commencement of any construction activities, a continuous row of straw bales
shall be staked end to end as;,shown on the approved plans.
s. Straw Bales to Be Entrenched Straw bales shall be entrenched two to four inches into the ground.
9. Maintain Bales The bales shall be maintained, repaired and replaced as often as necessary to ensure
proper function,until all disturbed areas are permanently vegetated. The average useful life of a bale is
approximately 3-4 months. Sediments trapped by the bales shall be removed to an approved upland
location before the bales themselves are removed.
10. Runoff and Discharges Directed to Drywells All roof runoff and/or pool discharges shall be
directed to drywells located as shown on the approved plans.
11. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) Septic
Systems This permit authorizes the installation-of any models of I/A OWTS septic system which have
received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS
rescinds its approval of one or more of these models during the term of this permit,DEC will no longer
approve new installations of that model. The list of I/A OWTS systems which have received approval by
SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at:
Overview of Provisionally Approved Technologies.
12. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems(I/A
OWTS) The permittee must maintain,.service and repair the installed I/A.OWTS in accordance with
the maintenance schedule set,forth in the Suffolk County Department of Health Services(SCDHS)
permit issued for the system.
13. Materials Disposed at Upland Site Any demolition debris,_excess construction materials, and/or
excess excavated materials shall be immediately and completely disposed of on an approved upland site
more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized
so as not to re-enter any water body,wetland, or wetland adjacent area.
Page 3 of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION low
Facility DEC ID.1-4738-03392
14. Equipment Storage 100' from Wetland,Water Body All equipment and machinery shall be
stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the
end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the
regulated area..
15. Work Area Limits Any work, disturbance, and or storage of construction materials shall be
confined to within the limit of clearing and ground disturbance shown on the approved plan.
16. Driveway of Permeable Material The driveway must be surfaced with a permeable material.
17. Maintain Undisturbed Wetland/Water Body Buffer A 50 foot buffer of undisturbed natural
vegetation shall be maintained landward of the wetland and/or water body at all times.
18. Buffer Demarcation A permanent 4'high fence must be installed as shown on the approved plans
to distinguish'the developed area from the buffer to remain natural and undisturbed.
19. State Not Liable for Damage The State of New York shall in no case be liable for any damage or
injury to the structure or work herein authorized which may be caused by or result from future operations
undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no
claim or right to compensation shall accrue from any such damage.
20. State May Order.Removal or Alteration of Work If future operations by the State.of New York
require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the
Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation
of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause
loss or destruction of the natural resources of the State,the owner may be ordered by the Department to
remove or alter the structural work, obstructions,or hazards caused thereby without expense to the State,
and if,upon the expiration or revocation of this permit,the structure, fill,excavation, or other
modification of the watercourse hereby authorized shall not be.completed,the owners, shall,without
expense to the State, and to such extent and in such time and manner as the Department of
Environmental Conservation may.require, remove all or any portion of the uncompleted structure or fill
and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall
be made against the State of New York on account of any such removal or alteration.
21. State May Require Site Restoration If upon the expiration or revocation of this permit,the
project hereby authorized has not been completed,.the applicant shall, without expense to the State, and
to such extent and in such time and manner as the Department of Environmental Conservation may
lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its
former condition. No claim shall be made against the State of New York on account of any such
removal or alteration.
22. Precautions Against Contamination of Waters All necessary precautions shall be taken to
preclude contamination of any wetland or waterway by suspended solids, sediments, fuels; solvents,
lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials
associated with the project.
Page 4 of 6
g'
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION
Facility DEC ID 1-4735-03392
GENERAL CONDITIONS - Apply to ALL Authorized Permits:
1. Facility Inspection by The Department The permitted site or facility, including relevant records, is
subject to inspection at reasonable hours and intervals by an authorized representative of the Department
of Environmental Conservation(the Department)to determine whether the permittee is complying with
this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301
and SAPA 401(3).
The permittee shall provide,a person to accompany the Department's representative during an inspection
to the permit area when requested by the Department.
A copy of this permit, including all referenced maps, drawings and special conditions,must be available
for inspection by the Department at all times at the project site or facility. Failure to produce a copy of
the permit upon request by a Department representative is a violation of this permit.
2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly
provided for by the Department, issuance of this permit does not modify, supersede or rescind any order
or determination previously issued by the Department or any of the terms, conditions or requirements
contained in such order or determination.
3.. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a
separate written application to the Department for permit renewal,modification or transfer of this
permit. Such application must include any forms or supplemental information the Department requires.
Any renewal, modification or transfer granted by the Department must be in writing. Submission of
applications for permit renewal,modification or transfer are to be submitted to:
Regional Permit Administrator
NYSDEC Region 1 Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Stony Brook,;NY 11790 -3409
4. Submission of Renewal Application The permittee must submit a renewal application at least 30
days before permit expiration for the following permit authorizations: Freshwater Wetlands.
5. Permit Modifications, Suspensions and Revocations by the Department The Department
reserves the right to exercise,all available authority to modify, suspend or revoke this permit. The
grounds for modification, suspension or revocation include:
a. materially false or inaccurate statements in the permit application or supporting papers;
b. failure by the permittee to comply with any terms or conditions of the permit;
c.' exceeding the scope of the project as described in the permit application;
d. newly discovered material information or a material change in environmental conditions,relevant
technology or applicable law or regulations since the issuance of the existing permit;
Page 5 of 6
9
NEW YORK STAVE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION 14W
Facility DEC I® 1-4738-03392
e. noncompliance with previously issued permit conditions, orders of the commissioner,any
provisions of the Environmental Conservation Law or regulations of the Department related to
the permitted activity.
6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or
another permit condition. Applications for permit transfer should be submitted prior to actual transfer of
ownership.
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
Item A: Permittee Accepts,Legal Responsibility and Agrees to Indemnification
The permittee, excepting state or federal agencies,expressly agrees to indemnify and hold harmless the
Department of Environmental Conservation of the State of New York, its representatives, employees,
and agents ("DEC")for all claims, suits,actions, and damages,to the extent attributable to the
permittee's acts or omissions in connection with the permittee's undertaking of activities in connection
with, or operation and maintenance of, the facility or facilities authorized by the permit whether in
compliance or not in compliance with the terms and conditions of the permit. This indemnification does
not extend to any claims;suits, actions, or damages to the extent attributable to DEC's own negligent or
intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under
Article 78 4the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision
under federal or state laws.
Item B: Permittee's Contractors to:Comply.with.Permit
The permittee is responsible for informing its independent contractors,employees, agents and,assigns of
their responsibility to comply with this permit, including all special conditions while acting as the
permittee's agent with respect to the permitted activities, and such persons shall be subject to the same
sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee.
Item C: Permittee Responsible for Obtaining Other Required Permits
The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-
way that may be required to carry out the activities that are authorized by this permit..
Item D: No`Right to Trespass or Interfere with Riparian Rights
This permit does not convey to the permittee any right to trespass upon the lands or interfere with the
riparian rights of others in order to perform the permitted work nor does it authorize the impairment of
any rights,title, or interest in real or personal property held or vested in a person not a party to the
permit.
Page 6 of 6
y® Department of
RK
STATE Environmental
Conservation
NOTICE
The Department of Environmental Conservation (DEC) has issued permit(s) pursuant
to the Environmental Conservation Law for work being conducted at this site. For further
information regarding the nature and extent of work approved and any Departmental
conditions on it, contact the Regional Permit Administrator listed below. Please
refer to the permit number shown when contacting the DEC.
i
Regional Permit Administrator
SHERRI AICHER
Permit Number. 1-4738!O3392/00002
NYSDEC Region 1 Environmental Permits
50 Circle Road
Stony Brook, NY 11790-3409
Expiration Date: 4/;12/2028 Email:dep.rl@dec.ny.gov
Note:This notice is NOT a permit
N/O/F
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0 N NOVEMBER 2,2020
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WELL CONNECTED TO
SANITARY SYSTEM DESIGN
PUBLIC WATER TEST NRL DATA W
I50'TO NCD@IN.D GCDSLICMC
SANITARY 0/10/04 "
O"161, BPWN 4 BEDROOM x 110 gpd = 440 gpd
SILTY a
TNlD SN HYDROACTION — AN400 = 440 gpd y
2'
� Z
coNN LUNCTEo To LFA(.HING W o
PUBLIC WATER z
TONEW.�VNS D.1 15' TO HEGW W
OO a t.r s• w 0 0
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ELCVMIE-REFERENCED TD T D DB = O m
'
SITE PLAN �, — 6 DEEP EXPANSION a
SCALE: T-.Jo' ERLYLIEG P W n. O
DRAINAGE CALCULATIONS 480ACKERLYPONDRD. O
SOUTHOLD,NY
HOUSE: 25.0' x 50.0' = 1250sf SCTM#1000-69-03-13
GARAGE: 20.0' x 20.0' = 400sf AREA FOR HEALTH DEPARTMENT
APPROVALSTAMP
a HOUSE
1250sf x 2" = 208.3cf
1 -- 208.3 / 42.44 = 4.91f
USE:
[2] 8' DIA x 3' DEEP
GARAGE
ao...un 1 400sf X 2" = 66.6cf rySpe,� Q`R� i DRAWN BY:JF IJP
66.6 / 42.44 = 1.561f \X o�Se�P SOE,• ct ' •
A x nAN USE:
D / [1] 8' DIA x 2' DEEP yQ` ;}! !°j" t SEPTEMBER 12,202:
R rtx An� nrzxm T� I w mr^.a BILL OF MATERIALS �tE
SCALE:AS NOTED
/Fv.u.D.w nw.N TavTiE'x=� SHEET NO:
' CLEAN OUT DETAIL
N.T.S. ELECTRIC RISER DIAGRAM -"
N.T.S.
N SURVEY OF PROPERTY
7E5T HOLE DATA AT SOUTHOLD
NMGU�O�FH�
EL.I&I' 2 n TOWN OF SOUTHOLD
BROWSUFFOLK COUNTY, N•Y.
1000-69-03 13
SCALE: PL-30
APRR d 2004
PALE BRDKN FWE TO •R1LY 15.N 20041TOPOCRAPHIC
NEIMUN sArm AUGUST 9, 004(A IDJ710NS)
AUDUST 12 2004(SETBACKS)
SEPTEMBNER 29 20D4(REWSJONS)
Es 1.Y [JIR
5OCTOB£R 22 2004((7EWSIONS1OCTOBB£R 2,2004(REWSIDNSJWA7FR M PAlE BROHM OCTOBER 71 2p005 R�lwmaVSNE 70 YEA'DY SAIlD SP ✓ANU�RY 12.2021
JANUARY 13,2027(BUILOiNG LAYOUT)
tT' FEBRUARY 10,WAT 2021((ADJOINEIP)
NO
�AJNE 20,2022(R£14510NS)
NOTE WATER IXCOUNTERm 15 BELOW SURFACE AUGUST 17,2022(REWSIONS)
ELEVATIONS REFBRIXCED TO NAM 86 AUGUST 22 2022(REWSIONS)
AUGUST 31,2022(REWSIONS)
N/0/F DECEMBER 27,2022(REWSIONS)
KEVA ANT FEBRUARY 2 2023(REWSIONS)
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CONSTRUCTED SEAWARD OF
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N SaQpoly Imo_ "'za.G' 4• r �'I °'' CAROL R.KELLY
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ANY srATE vv A7 ADL/n0.Y Taw St/RL'EY IS TI NOUTIOV SECTIOV nog OF INE NEW AREA= 32,440 SQ. F7: ((W7)T65-SD20 FAX(637)765-1997
CERTIFICATIONS
STATE mUCATION LAW.EXCEPT AS IS AP AND nD9-S THEREOF
N ALL IF h.O BOX 909
CtRXS BE ays NERELW ARE VALID or THIS NAP AND COPIES S TNE/T£OF APPEARS
A SAID H NAP O4
COPIES SEAR 171[IMPRESSED SEAL DF 7Hf St/RaEYOR KNOSF SR7UTURE APPEARS HEREQV. 1230 1RA.N.Y.S1971
SOU7NOLD,N.Y. 11971 O'¢-148
Page 10
ST-47360
Liability hereunder for any damages hereunder is limited to$25,000.00.Such liability extends to an act
which constitutes gross negligence by this Company in failing to report any properly recorded/filed lien
or encumbrance for which a search has been made. No claim for damages shall arise unless payment
of all charges for this report has been made before such claims arise and further that the prospective
purchaser, lender, lessor/lessee, his attorney or his agent had no knowledge of any lien, encumbrance,
or defect not shown for which said search has been made.
ABSTRACTS, INCORPORATED
BY:
Grpe4'Mistretta
Senior Vice President/Controller
State of New York)
County of Nassau )ss:
On the 27th day of December 2023 before me personally came Grace Mistretta to me known to be the
individual who executed the foregoing Single and Separate Certificate, and acknowledge that she
executed the same as Senior Vice President/Controller of Abstracts, Incorporated.
NOTARY PUBLIC
[� C� C� 4IE i
Di Andrew Turano
i Notary Public,State of New York
DEC 2 7 2023 No.OITU6404076
Qualified in Suffolk County
Commission Expires February 10,202 t
60ding Depalkment
`Town c)f Southold
jo L"ABSTRACTS, INCORPORATED"
P.O. Box 2B • Garden City, NY 1 1 530 51 6.693.1000 • Fax 51 B.FB3.00B9
123 Maple Avenue, Riverhead, NY 1 1901
Page 5
ST 47360
PREMISES TO THE WEST KNOWN AS:
District:1000 Section:069.00 Block:03.00 Lot:012.000
DEED#1:
Grantor: Hazel Bridgman, Beatrice Castle and Dated:9/14/1928
William Carpenter,children and sole heirs of Recorded:10/18/1928
Walter Carpenter Liber:1387
Page:378
Grantee:Sarah Morrison Carpenter and
William M.Carpenter,as joint tenants with
rights of survivorship,not as tenants in common
Sarah Morrison Carpenter—N/P/D Suffolk County
William M.Carpenter—N/P/D Suffolk County
DEED#2:
Grantor:Florence Carpenter,Executor of the Dated: 5/10/1977
Last Will and Testament of William M.Carpenter, Recorded: 5/31/1977
Late of 895 East 37th Street, Brooklyn, NY Liber:8243
Page:470
Grantee:Florence Carpenter and June Carpenter,as
joint tenants with rights of survivorship,
not tenants in common
DEED#3:
Grantor: June Carpenter Goggin Dated:7/24/1996
Recorded:11/6/1996
Liber:11800
Grantee:John J.Goggin,Jr.and June Carpenter Goggin, Page:436
husband and wife
SUFFOM COuvw MERK
RECORDS OFFICE
RECORDINGS PAGE
Type of Instrument: DX8DS/DDD Recorded: 06/26/2006
Number of Pagess 4 At: 01:04:40 PR
Receipt Number s 06-006187S
TRANSFER TAX HUMER: 05-43726 LIBER: D00012456
PAGE: 723
District: Section: Block: Lot:
1000 069.00 03.00 012.000
EXAMINED AND CHARGED AS FOLLOWS
Deed Amount: $0.00
Received the Following Fees For Above Instrument
Exenpt Exempt
Page/Filing $12.00 NO Handling $5.00 NO
COS $5.00 NO NrS SRCRG $15.00 NO
SA-CTY $5.00 NO Hh-STATE $75.00 NO
TP-584 $5.00 NO Cert.Copies $0.00 NO
RPT $30.00 NO SCTK $0.00 NO
Transfer tax $0.00 NO Co ma.Pres $0.00 NO
Fees Paid $152.00
TRANSFER TAB NUMBER: 05-43726
THIS PAGE IS A PART OF TES YNSTRMIERT
THIS IS NOT A HILL
Judith A. Pascale
County Clerk, Suffolk County
Page 6
ST-47360
DEED#4:
Grantor: June Carpenter Goggin,as surviving tenant by Dated:5/13/2006
the entirety Recorded:6/26/2006
Liber:12456
Grantee: Douglas Tikkanen and Deanna Tikkanen, Page: 723
husband and wife
LAST DEED OF RECORD
Page 7
ST-47360
PREMISES TO THE EAST KNOWN AS:
District:1000 Section:070.00 Block:05.00 Lot:005.000
DEED#1•
Grantor. Marion W.Wallace and'John W.Wallace, Dated:4/28/1944
herhusband Recorded:5/13/1944
Liber: 2357
Grantee: Fanny C.Dickinson Page:532
DEED#2:
Grantor: Fanny C. Dickinson Dated:6/21/1978
Recorded: 6/28/1978
Liber:8452
Grantee: Peter Stoutenburg Page: 85
DEED#3:
Dated:12/24/1999
Grantor: Peter Stoutenburg Recorded: 1/5/2000
Liber:12011
Page: 731
Grantee: Gary Laube
DEED#4•
Grantor:Gary Laube Dated: 7/26/2005
Recorded: 3/16/2006
Liber:12440
Grantee: Gary Laube and Marget Laube,his wife Page:830
Page 8
ST-47360
DEED#5:
Grantor: Margaret Laube Dated:8/30/2012
Recorded:12/11/2012
Liber: 12713
Grantee: Gary Laube Page: 350
DEED#6•
Grantor:Gary Laube Dated:12/9/2014
Recorded: 2/6/2015
Liber:12806
Grantee:Thomas P.Kelly and Carol R.Kelly Page: 392
LAST DEED OF RECORD
RECORDED
Number of pages 4- 1/5/2021 8:51_30 PH
JUDIT11 A- PASCALE
CLERK OF
'This document will be public SUFFOLK COUNTY
record. Please remove all L D00013085
Social Security Numbers P 452
prior to recording. 20-16605
Deed/Mortgage Instrument Deed]Mortgage Tax Stamp Reooding I Filing Stamps
3S
Page 1 Filing Fee 20-00 Mortgage Amt.
1. Basic Tax _
hands 20• 00 2. Additional Tax .._
TP-$84 5.00 Sub Total
0.00 Spec./Assn.
Notation
or
EA-5217(County) 5.00 Sub Total 50.00 Spec./Add.
EPA 5217(State) 250. 0 :TOT.MTG.TAX _
200.00 Dual Town Dual County—
R.PT.SA. Held forAppointment
Comm.of Ed. S. 00 Transfer Ttx 0.00 _
+ Mansion Tax 0.00
Affidavit
The pcopecty covered by this mortgage is
Certified Copy 0.00 _ or will be improved by a one or two
NYS Surcharge is. 00 470.00 faxaily dwelling only. . .
Sub Total YES or NO
Other — Grand Total 520.00 If NO,see appropriate tax clause on
pager of thisinstrument.
ri 1 Dist., Section Block Lot 5 Cotaurup iS Preservation Fund .
Rol Property 20te IO2 1000-069.e0-03.00-ola.oa0 Consideration Amount$0.IM
Tax Service P r S
Agency a va�1Aa CPF Tax Due $ 0.00
Verification
Improved
6 Satisfactions/Discharges/fieleases list Property Owners Mailing Address VacaatLand x
RECORD&RETURN TO:
Abstracts Taoorporated TD 10
100, Carden City Plaza Ste- 201 TD
garden City NY 11530
TD
Mail to:Judith A. Pascale,Suffolk County Clerk 9 Title Com lion
310 Center Drive, Riverhead, NY 11901 Co.Nam
www.sufldkeountyny.gov/derk Title#
Suffolk Coun Reeordm' & Endorsement Pa e
This page forms pad of the attached D13 M made by:
(SPEC FY TYPE OF INSTit.UKRM
The premises herein is situated is
SUFFOLK COUNTY,NEW YORTC.
TO In the TOWN of SOUTHOLD
In the VILLAGE
or SAIM FT of
BOXES 6 UMU 8 MUST BE TYPED OR PRIIaM IN BLACK INK ONLY PRIOR TO RECORDING OR WUNG.
u osaaaww (over)
l i114111 llil111i!11i111111i!!IN 11111111 IN
!11f!!I 1�1!IIl111!{!111i
SUFFOLK COUNTY CLERK
RECORDS OFFICE
RECORDING PAGE
Type of Instrument: DEED Recorded: 1/5/2021
Number of Pages: 4 At: 8:51:30 PM
Receipt Number: 21-0001092 *ELECTRONICALLY RECORDED'
Transfer Tax Number: 20-16605
LIBER: D00013085
PAGE: 452
District- Section:
Block: Lot:
1000 069.00 03.00 013.000
EXAMINED AND CHARMD A5 FOLLOWS
Deed.,Amount $0.00
Received the Following Fees For Above Instrument Exempt
xempt
Page/riling $20.00 NO Handling $20.00 NO
COB $5.00 NO NYS SRCHG . $15.00 NO
Notation $0.00 NO Cert.Copies $0.00 NO
RPT $200.00 NO Mansion I Tait $0.00 NO
EA-CTY $5.00 NO EA-STATE $250.00 NO
TP-584 $5.00 NO Comm.Pres $0.00 NO
Transfer Tax $0.00 NO
Transfer Tax Number: 20-16605 Fees Paid $520.00
i
THIS PAGE IS A PART OF THE INSTRUMENT
THIS IS NOT A BILL
Judith A. Pascale
County Clerk, Suffolk County
Page 2
ST-47360
DEED#2:
Grantor: Benjamin C.Faulkner Dated: 5/21/1957
Recorded:5/22/1957
Liber:4304
Grantee: Everett F.Britz,Jr. Page:99
DEED#3•
Grantor: FrankT. Faulkner and Dated:10/20/1959
Cornelia E.Faulkner, his wife Recorded:.11/2/1959
Liber:471&
Grantee:Everett F.Britz,Jr. Pager 139
Conveys undivided 1/3 interest
DEED#4:
Grantor: Everett F.Britz,Jr.and Isabel Shannon Dated:11/3/1969
Recorded: 1/7/1970
Liber:6686
Grantee: William C. Bolenius Page: 95
DEED 95:
Grantor:William C.Bolenius Dated:10/3/1981
Recorded: 10/7/1981
Liber:9081
Grantee:Andre Moraillon Page:257
Page 3
ST-47360
DEED#6:
Grantor:Andre Moraillon Dated:9/16/2004
Recorded:10/15/2004
Liber:12349
Grantee:Constance E. Bares Page:337
DEED#7:
Grantor:Maureen Flood,Executrix of the Estate of Dated:12/4/2020
Constance E. Bares,who died a resident of Recorded:1/5/2021
Suffolk County on July 18,2011 Liber: 13085
Surrogate Court File#2012-1023 Page:452
Grantee:Town Creek Real Estate,Inc.
LAST DEED OF RECORD
201;"tY-�y
CONSULT YOUR LAWYER BEFORE SIGNING THIS iNSTRUMENT THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY
THIS INDENTURE,made the day of NeitBMMIZ, 2020
BETWEEN
MAUREEN FLOOD, Executrix of the Estate of Constance E. Bares who died a resident of Suffolk County on
July 18,2011,Surrogate Court Fite#2012-1023.
22 Woodlot Lane
Huntington,New York 11743
party of the first part,and
TOWN CREEK REAL ESTATE,INC.
53840 Main Road
Southold, New.York 11971
party of the second part,
WITNESSETH,that the party of the first part;In consideration of TEN($10.00)DOLLARS,and other good and
valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the
second part,the heirs or successors and assigns'of the party of the second part forever,
� 0 ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying
and being In the.Town of Southold,County of Suffbik and more particularly described as follows:
SEE SCHEDULE"A"ANNEXED HERETO
~^f BEING AND INTENDED TO BE the same premises conveyed to the grantor herein by deed dated 916-2004
and recorded on 10-15-2004 in Llber 12349 Page 337.
�I�3DD0 TOGETHER with all right,title and interest, if any, of the party of the first part in and to any streets and roads
.--f abutting the above described premises to the center lines thereof,TOGETHER with.the appurtenances and all
the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises
herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second
part forever.
AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby
the said premises have been encumbered in anyway whatever,except as aforesaid.
AND the party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the
first part will receive the consideration for this conveyance and will hold the right to receive such consideration
as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same
first to the payment of the cost of the improvement before using any part of the total of the same for any other
purpose.The word party"shall be construed as if it read"parties"when ever the sense of this Indenture so
requires.
IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above
written.
IN PRESENCE OF:
MAUREEN FLOOD, Executrix
Standard N YB T.U.Form 8002-Bargain and Sale Dead.with Covenant a9atnst Grantor's Acts—Uniform Admo►vtedgment
Form 3290
S ,A
TMAWW. 'JU
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,�gimm se�'id psisot of�, ��`ask oaf sf1r Fmd Rmd�dre
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1) ne & Ob nfORAM 30 seooa�d:x�t,114.72.fmk
2) noc&76 SO MbnAw W e aeadswAa ,IOCIS fed;
3) =*83 681M 00 Odmgs 00 Amu&
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TM=Sum bab new or fse=wjy ofGast*
• a 1 I3.7S aoct 115-70.fit dead to I=&aaw yr of Bdmt, MM
1) eOU*So deveese 73
2) =A 77 deggis 55.m a to 30 sxonds ask 9632 foot to Immb no*or£fit of
sloft4Imm dms add IM&SWA S,dqpm 06 wimda so mcands we**
ISO= bo the pekt orplm OfHFGII ONd
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Page 4
ST-47360
PREMISES TO THE NORTH KNOWN AS:
District: 1000 Section:069.00 Block:03.00 Lot:011.000
DEED#1c
Grantor: Leila L.Myers Dated:7/20/1948
Reco rded:7/21/1948
Liber: 2851
Grantee:, Louis E. Baker Page:78
DEED#2:
Grantor: Louis E.Baker
Dated:10/28/1970
Grantee:Louis E. Baker(Southold, NY)1/3 interest, Recorded:10/29/1970
John E. Baker(Southold, NY) 1/3 interest, Liber:6831
Bertha Bell(Bloomington,MN)1/3 interest,' Page: 302
as tenants in common
Louis F.Baker died on 8/11/2012—Surrogate File#2012-3112 all R/R/Remainder to John E.,Baker.
DEED#3;
Grantor:.John E.Baker, Dated: 10/13/2016
Recorded: 1/10/2017
Liber:12895
Grantee:Keith Baker Page:732
NOTE:The 1/3 interest of Bertha Bell to be disposed of.
LAST DEED OF RECORD
. e.
• TO BE USED OKLY 1MHE-t THE ACKNOWLEDGMENT IS MADE IN NEW YORK aATE
State of New York,County of Suffolk ss: State of New York.County of ss:
On the !day of December in the year 2020.before me,the On the day of in the year
undersigned, personalty appeared MAUREEN FLOOD before me,the undersigned,personalty appeased
personally known to me or proved to me on the basis of personally known to me or proved to
satisfactory evidence to be the individual(s)whose name(s)is me on the basis of satisfactory evidence to be the Individual(s)
(are)subscribed to the within instrument and acknowledged to whose name(s)is(are)subscribed to the within instrument and
me tha helshelihey executed the some in hfs/herllheir acknowledged to me that hefshelthey executed the same In
capac es), and that by hislherliheir signatue(s) on the 4lslhedtheir capachy(fes).and that by hislher"r signature(s)
instsu ,the individual(s),ior the person upon behalf of which on the instrument,the individual(s),or the pets
an upon behalf vI
the i idual(s)a4d.�xecyrt th insfitnne which the Individual(s)crated,executed the Instrument.
(signature and ofl4ceW/of individual talon dutowledgmeM) (signature and office of individual faking acknowledgment)
-FRO ARD w VANDENSURGH
oairftrl�iott:l�ir�Mnt►1f+.. 2o2z
TO 8E USED ONLY WHEN THE ACKN9WLEE)9MEaT MS MADE OUTSIDE NEW YORK STATE
State(or District of Columbia,Territory,or Foreign Country)of
On the day of in the year before me,the undersigned.personally appeared
personalty known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) Is (are)
subscribed to the within instrument and acknowledged to me that he/shelthey exea>fed the same in hislherlfheir capacrhy(tes).and
that by hisfierltheir signatures) on the instrument,the htdhriduat(s).or the person upon behalf of which the itrdivldual(s)acted,
executed the instrument,and that such individual made such appearance before the undersigned in the
In --
(insert the City or other po1Micaisubdivision) (andinsertthe State orCountryorother place the acknowledgmentwasbWd=)
(signature and office of individual taking ack=wledgment)
BARGAIN AND SALE DEED
WITH COVENANT AGAINST GRANTOR'S ACTS SECTION 069.00
BLOTitle No. �p1�'a°� LOT 018.0 00
Q LOT 00
ESTATE OF CONSTANCE E.BARES 480 ACK LD TOWN
TO 80 ACKERLY POND LN
TOWN CREEK REAL ESTATE, INC.
Reoorded at Request of
Abstracts,Incorporated
RETURN BY MAIL TO,
TOWN CREEK REAL ESTATE.INC.
88 R ACT i'ED"' P.O.BOX 1046
01-tOCSOUTHOLD,NY 11571
595 Stevveirt Avenue•Gardan!City.NY 11530
51 f .6931000
l iiiil�llll.11#!!li!!#iilll!llli#lIll lllll l�lli�!#!Ali
!lilll#lllii l##ill#il lilt -
SUFFOLK COUNTY CLERK
RECORDS OFFICE
RECORDING PAGE
Type of Instrument: DEED Recorded: 01/10/2017
Number of Pages: A At: 08:29:33 AM
Receipt Number : 17-0003951
TRANSFER TAR NUMBER: 16-174.48 LIBER: D00012895
PAGE: 732
District: Section: Block: Lot:
1000 069.00 03.00 011.000
EXAMINED AND CHARGED AS FOLLOWS
Deed Amount: $0.00
Received the Following Fees For Above Instrument
Exempt Exempt
Page/Filing $20.00 Nb Handling $20.00 NO
COE $5.00 NO NYS SRCBG $15.00 NO
EA-CTY $5.'00 NO EA-STATE $250.00 NO
TP-384 $5:00 NO Notation $0.00 NO
Cert.Copies $5.00 NO RPT $200.00 NO
Transfer tax $0_00 NO Comm.Pres $0.00 NO
Fees Paid $525.00
TRANSFER TAX WMMER: 16-17448
THIS PAGE IS.A PART OF THE INSTRVMM
THIS IS NOT A. BILL .
.JUDITH A. -PASCALE
County Clerk, Suffolk County
1 z
' REcatzoi:n
Numb t.-of pages 2017 Jan 10 08.29:33 Art
JUDITH A. PASCALE
CLERIC OF
This document will be public SLFFout COUKW
L DOW12895
record.please remove all p i32
Social Security Numbers DT# 16-3744E
prior to recording.
Deed I Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps
3 f. FEES
Page/Filing Fee �[ Q` 3 Mortgage Amt.
L Basic Tax
Handling 20• 00 Z. Additional Tax
TP-594 15— SubTotat
Spee./Asir.
Notation _ or
EA 5217(County) Sub Total ' Spec/Add.
EA-5217(State) 11 f TOT.MTG.TAX
Dual Town Dual County _
R.P.TS.A, Held forAppointment
Comm.of Ed. S. 00 Transfer Tax _
oertirsedCop
davit • • Manslon Tax
The property covered by tWS mortgage is
y .. or will be improved by a one or two
NYS Surcharge Is. 00 family dwelling only.
sub Total YES or NO
Other
Grand Total if NO,see appropriate tax clause on
page p of this instrument.
_- o r31ta
4 Dist. Opp 16039831 Io00 o 69oo o3oo a13Doo 5 Community Preservation Fund
RealProperty pTc ConsidarEdionAmountS
Tax service R YPC A CPF Tax Due $
Agency 2s•oEc-1
Verification
•�„ ae Improved
6 Satisfactions/DischaRCItECORD . TU NTDrtyOwnenMailingAddress Vacant land
Jennifer S.Gould,Esq. To
PO Box 988
Southold,NY 11971 TD
• TO
Mail to-Judirit A.Pascale,Suffolk County Clerk 7 Tate Company information
3,0 Center Drive, Riverhead, NY 11901 Co,Nara Fidelity National Title Insurance Services LLC
www.suffoikcountynygov/clerk ntte N 2-0 � .—
B Suffolk County Recording & Endorsement Page
This page forms part of the attached bargain and safe deed made
by; (SPECIFYTYPE OF INSTRUMENT)
John E.Baker The premises herein is situated in
SUFFOLK COUNTY.NEW YORK
TO In the TOWN of Southold
Keith Baker In the VILLAGE
orHAMLETof Southold
BOXES 6 THRU 8 MUST RETYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING,
aver
i
Barpin and Salc Deed with Co tnants Against Grantor's Aeu-Individual or Corporation
CONSUkT YOUR LAWYER BEFORE SIGNING TH1S INS-rkUNIENT-TIIIS INSTRUi`4ENT SHOULD REUSED BY LAWYERS ONLY
THIS INDENTURE,made the 13-M day of 0C'fOWr- ,2016 BETWEEN
JOHN E.BAKER,residing at 450 South Harbor Road,Southold,NY 11971
party of the first part,
KEITH BAKER,residing at 230 The Greenway,East Marion,NY 11939
party of the second part,
WITNES5ETH,that the party of the first part,in consideration of ten dollars($10.00)and other valuable
consideration paid by the party of the second part,does hereby grant and release unto the party of the
second part,the heirs or successors and assigns of the.party of the second part forever,
SEE SCHEDULE W ANNEXED HERETO
Being and intended to be the same premises conveyed by deed from Louis E.Baker to Louis F. Baker,
John E.Baker,and Bertha Bell recorded 10-29-1970 In Liber 6831 Page 302.
TOGETHER-with all right,title and interest,if any,of the parry of the first part in and to any streets and roads
abutting the above described premises to the center lines thereof.
TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said
premises. -
TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and
assigns of the party of the second part forever.
AND the party of the first part covenants that the party.of the first part has not done or suffered anything whereby
the said premises have been encumbered in any way whatever,except as aforesaid.
AND THE party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first
part will receive the consideration for this conveyance and will hold the right to.receive such consideration as a
trust fund to be applied first for the purpose of paying the cost of the improvement,and will apply the same first to
the payment of the cost of the Improvement before using any part of the total of the same for any other purpose.
The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires.
IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written.
IN PRESENCE OF: z�� r- a A L
JOHN E.BAKER
SCHEDULE A
Parcel One:
ALL that certain plot,piece or parcel of land,with the buildings and
improvements thereon erected,situate, lying and being at Southold,Town of
Southold,County of Suffolk and State of New York,bounded:
Northerly partly by land of George W.Smith&Sons and partly by land of Union
Fee School District No.5;
Easterly by land of Louis F.Baker;
Southerly partly by-land now or formerly of the Estate of Gilbert H.Terry and
partly by land of Rusch and partly by land of Louise E.Baker and wife;and
Westerly by Main Road,said premises containing by estimation 8.13 acres,be the
same more or Iess.
i
Parcel Two:
ALL that certain',plot, piece or parcel of land,with the buildings and
improvements thereon erected,situate, Iying and being at Southold,Town of
Southold, County of Suffolk and State of New York,bounded:
Northerly by land now or formerly of Helen Bly and now of William C.Bolenius;
i
Easterly by the several lands of Julia May and others;
Southerly by a drain or gutter and lands formerly of Britz;and
Westerly by land of William C.Bolenius.
Together with a right of way to and from said premises and to and from Main
Street over lands formerly of Patrick May.
! 1 2 3
Numberorpates REMED
TORRENS lOd6 Jun'%01:04:40 Pli .
Judith A. Pascale
Serial Y am OF
SUFFOUX CWW?
CeNficate 0 L DMI2456
P 723
Prior CIE 0 PTt 05-4M,
Deed/Mongaae lnstnument Deed/Mor%W Tax Stamp R,=Tt'y/FiTmg Stamps
4 PEES
Pqc/Filing Fee �, biongaye Amt.
Handling I.Bask Tax
TP-594 2.AMMond-1'nx
Notation Sub Total
rA-5217(Ctxmly) Sub Total SpeC/Assn '
Of
EA-5217(State) 5pea/Add.
R.RT.S.A. �Y TOr.MTG.TAX
Dwi To-_ Dual County
cemat.ofPd s QQ— a Reid rorApportiunment
Atlidavit 41 • Trnurer`fax _
Certified Copy Manton Tax
'the ptopetty Coveted by tbu matgsge Is or
Reg.Copy will be improved by a one or two family
Sub Total dwsltinta tly.
Other y YES or
No GRAND TOTAL L y__ 1f N0.see appropriate tax stanxe on pate d
�p of this iasuumem-
3 Real Ptaperty Tar Service Ag ncy Vaificallim t 6 Cotnttt Pmmrvation Fund
M,;t- ISrrtfnn pf..-t Lot Conaldcration Amount$0
0602=3 1000 oee00 0300 012000
Staq CPF.Tax Duo so
Date RSPL A Imptpved.X t
Initial
�--� 'Vacant Land
7 Suiar=dons/DischergeVRdeasesiist Pmpatty Owners Mailing Add ID
RECORD ds RLTU)tN TO: m 16
Deirdre S. Vendbles, Esq. TD
P.O. Box 2433
Southampton, New York 11969
F
T1tle Company informntlotl
Name
e 9
9 Suffolk CoMV_R=or(fing &Endorsement Page
TWs page romts part of the attached DEED __made by:
(SP1:•CUT TYPE OF INSTRUMENT)
Jane Carpenter Gogg_in -no pami=beednissih*Win
SWOM COUNTY,NEW YOlt1C-
TO InlhrTowAsWpof Southold
I Douglas Ukkanen and Deanna Tikkanen, In1heMAIM-
as husband and wife orHAMLErof
W-CAS 5 THRU 9 MUST BE TYPE DORPRDgWINB1 ACKINK ONLY PRIORTO RWOl DIM OR111.1NG.
(OVER)
5WA&V4.1.1T.0 a.r00.•Iuitf Ilupmatdbktoad-,thc.6*.Wt...UvsAds
LUMO T Vtl11R E.%W YER 8M)RF:SIGNIN1.1310;IN'71 UMF.W.T10IINTMUai0Tbl MILD BE USE10 NY t.AN'►TW
ttSM
TIRSINDENTURE.msdethe RQLJayor May ,• twoMousandandsis
HFTWF.FN MINE CARPENTER GOCGI .assurvivingreaantbythttntirdy,.esidlagAt367East3r
Strect,Brooklyn,,4ew Ym* 11210:
par-nfthofrrstpanand DOUGLASTIKKANEN and DEANNATIKKANF.N.busband and wift,rtttiding �
at 1291farbor Baahnrard.Eattt Hampton.Ntw York 11937.
partyoftheseamd Pon I
WITPIESSSTH,that the party of the first pan.in erorisideratiun often do0lusasid other valrmbk eonsideratiun p:nid ,
bythal attvorthe.%wondpan.doeshercby grnntanirdemumothepartyvrthc:crcvnf pan.Acheirsor.suoessors
and aseignc of Ibe paty orthe mood Pan formT.
t
AI.I.thaicertainphu.piece orparet oftand,with tbobuitdiin�andunptvvemcntsthecr,merr_tiaal.sitoate.kinF;and
being in the SEE 5CIIEDULE"A"ATTACHED HERETO
a
BEING anal intended to he the same pn fws conm%-d to JOHN J.GOGGIN.JR.AND'JUNE CARPENT llt
GOGGIN.husbndatldwifcbydeedfromJUNE CARPENTER GGMMdaledJtdp34.1Qg6 and teevnlalinthe
Office of tin Clerk of Suilblk Country on November 6.14%in Libor 11300.ep 436. JOHN J.GOGGIN.JFL
deceased.Kinp County,date of death.June 10.200S.
PREMISES also knvun as 6S0 Ackerly Pond Lane.Southold.New fork 11Q71and dc:ribmxW tea
Mi tt:1000 Section: 069.00 Dlock:03.00 Istc 012.000 as Shawn on the Suffolk County Land and Tar Map.
I
TOGGf111iK widtnll rigfa.thkmul'antereswiftasy.ofthepattyofthe fustpari inandtnarn slmdatamlroadstfsWiing
the aboac described premises to the cow lines thereof.TOGF:TI MER with th-appunrnaues and all the estote and
rigtus ortbc party of the first put In and to said W miv;=TO i IAVE AND TO HOLD the pn:mista herein granted
unto the party orthe second pan.the heirs or sucamim and assigns orthe party oftee accord pan fbM%,:
AND the party ufthe rust raft comants thatthepany orthc limper hum done or suffered amtihinny%4wrehy the
said prCrWm have been encumberai in any%%,Y whatav,—7- 1 as afbmuld.
ANDthe pWWct'the IIMAPaM in crvnplWMwith timion 13orthe Lien is r.eovernnts tliatthepartyafthe 6rstpan
will rereiv+c the considvation for this eonvc}tmte and will hold the Tkdd to re ive such onnsidcmbn as s but fiend
to be applied Brat for the purpvs-or,pavmg the cost orthe improvement and will uppiy the sun-first to the paa}atant
of the cost of the imlvoelrnent before tming any pact ufthe total of rbe same for arty other purpose.
"the word-pat-`shall W construed as if it ttmd-patties'whenever the tense ofthis indemum so requi s.
Iti WITNIUSA WHEREOF.thepwWoftbeSrst pan hwduly&•reerpcd this deed the dayand_%vw first above%.Thum.
i IN PRUENCE OF:
1
t `
.. vvlAfs'q nrtvtirpcnfert.o�ta
STa7EOFNs'V(t(tK}
�ss:
CalINTY OF KINGS t
On tie l 8ytj`day of May in the)tw 29ti6 before mc,the undmi&W.PeML4WIv appmrcd J4ae Carpeatef
Gts�in pers�xstlN,rluwKtrto mearProvedwmeontttebastsafsnisfactar?'avidaxeto6ethe inclividuatwhosrmme
is subscribed toff within inamment and aeknoKdn(ged to ine that she exemed the same in her capacity and that by
hersignatu m tin the instrument,the individual.art the pe(son upon betmif of i ieh the I div idtat acted,aceatcd the
huuument.
..c
i Notary
QOfmdnw-m"Qf DDeadaRed In Xing*Cvxft
•S`
� �kautllotk Na.2,'-114s� ,s%;�
rt=`'
I ,.
�•
f1.
i
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i
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i
SCHEDULE W
SCTW. 1000-069.00-03.00-012.000
.ALL that cedain plot,piece or parcel of land.with the buildings and improvements
thereon erected,situate, lying at Southold in the Town of Southold.County of Suffolk and
state of New York,,and bounded and described, as.follows:
Northerly by a gutter, Easterly by land late of Hannah Simmons, deceased,
Southerly by the Highway known as The Bowary and Westerly by land late of Edward
Huntting,now deceased,and containing by estimation one half an acre to the same more
or less.
s � /
w
I�
f
I•
I•
t,I
I
• �l�illl�11111�11!i�!!!�il�!lI�II lI��I!I!!I�III��lII I11!
I liilii 1111i Illli Ilil lifl
SUFFOLK COUNTY CLERK
RECORDS OFFICE
RECORDING PAGE
Type of Instrument: DEED Recorded: 02/06/2015
Number of Pages: 4 At: 04:13:52 PM
Receipt Number : 15-0016022
TRANSFER TAX NUMBER: 14-17381 LIBER: D00012806.
PAGE: 392
District: Section: Block: Lot:
1000 070.00 05.00 005.000
EXAMINED AND: CHARGED AS FOLLOWS
Deed Amount: $628,000.00 .
Received the Following Fees For Above Instrument
Exempt Exempt
Page/Filing $20.00 N0 Handling $20.00 NO
COE $5.00 NO NYS SRCHG $15.00 NO
EA.-CTY $5.00 NO EA-STATE $125.00 NO
TP-584 $5.00 NO Notation $0.00 NO
Cert.Copi.es $0.00 NO RPT $60.00 NO
Transfer tax $0.00 NO Comm..Pres $9,560.00 NO
Fees Paid $9,815.00
TRANSFER TAX NUMBER: 14-17381
THIS .PAGE IS A PART OF THE INSTRUMENT
THIS IS NOT A SILL
JUDITH'A. PASCALE
County Clerk, Suffolk County
1 2
RECORDED
Number of pages 2015 Feb 06 04:13.52 PH
JLDETli A. PA'SCALE
CLERK OF
This document will be public 'UFFOLK Ct1tINTY
L D00012606
record.Please remove all P 392
Social Security Numbers DTI 11;-1r4l
prior to recording.
Deed/Mortgage Instrument Deed/MortgageTax Stamp Recording!Filing Stamps
3 FEES,
Page I Ftlfng Fee __-_ o sic Ta Amt.
t.8asic7ax
Handling 20.Oo 2.Additional Tax
TP-S84 Sub Total
SpecJAssit.
Notation or
EA-52 17(County) SubTotal Spec./Add.
EA-52170tate) TOT,
Dual Town Dual County ,.
R.P.TAA. — Held for Appointment
Comm.of Ed. S. 00 °i TransferTax
AffidavitMansion Tax
The property coverea by this mortgage is
Certified Copy or will be Improved by a one or two
NYS Surcharge 15.AL family dwelling only.
Sub Total 0 YE5 or NO
Other -- Ir N propriate tax clause on
GrandTotal --- a ofthisinstrument.
,a1 a-61
4 I 005.0, 0 5 C Pres�eNatlon Fund
15002938 logo 07000 0500 DosaOa �����_
Real p T S on ra Amount Ss+.r�._
Tax: R LPA A 111111111111 / CPFTax Elite S elAgS-FER -
Ver,
�_ Imprav
Satlsfacttons/0 Scharges/Releases List Property Owners Nlailtrig Address
6 RECORD&RETURN TO. Vacant Land
William C,Goggins&Associates TD
13235 Main Road,PO Box 65
Mattituck,NY 11952
TD
Mail to:Judith A.Pascale,suffolkCounty clerk 7 Title Company Information
310 Center Drive, Riverhead, NY 11901 Co.Name Stewart Titic lasurancc Company
wwwstffolkcotmtyny 6v/clerk Title# ST14-22513
8 Suffolk County, Recording &Endorsement Page
This page forms part of the attached DEED made
by: (SPECIFY TYPE OF INSTRUMENT)
rkity The premises herein is situated In
SUFFOLKCOUNTY,NEWYORK.
TO In theTOWN of c.,l.•ha d
Thnmac P Kelly r ual R KPII. 1n the VILLAGE
orHAMLETof 9glabold
8OxES6THRu a MUST RE TYPEDOR PRIMED IN RLACKINKONLY PRIOR TORECDMXNG ORPIUNG.
over
1 ,
e
CONSULTYOURLAWYER BEFORE SIGNWGTWSINSTRUMENTTHlSWSTR MEMrSK0ULVBEUSEDBY LAWYERS ONLY
THIS INDENTURE,made the 1� day of�tYE� 2014
BETWEEN
Gary Laube,residing at 140 Scott Drive,Westhampton,New York 11977
party of the Test pan,and
Thomas P.Kelly and Carol R.Kelly,residing at 20 Adams Street,Port Washington,New Z
York 11050
party of the second part.
WITNESSETN,'that the party of the first part,in consideration of
TEN dollars
paid by the party of the second part,does hereby grant and release unto the party of the second part the heirs '
or successors and assigns of the party of the second pail forever.
ALL that cer%h plot piece or parcel of land,with the bw1dings and fmprovernents thereon erected,sftwte,
lying and being in the
See Schedule A attached hereto and made a pan hereof
Said premises Is being and intended to be the sam6 premises described In a certain,deed
from Gary Laube and Margaret Laube to Gary Laube dated August 30,2012 and recorded
December 11,2D12 in Llber 12713 Page 350.
TOGETHER with all right title and interest,if any,of the party of the first pan in and to any streets and roads
abutting the above descAbed premises to the centerfines lhemoY TOGETHER with the appurtenances and all
the estate and rights of the party of the first part to and to said premises;TO HAVE AND TO HOLD the
premtses herein granted unto the party of the second part the naive or successors and assigns ofthe party of
rho second part forever.
AND the party of the first padcovenants that the party of the first part has riot done or suffered anything
whereby the said premises have been encumbered in any way whatever,except es ororesald.
AND the party of the fast part,in compliance with Section 13 of the Lien Law,covenants that the party of the
fast part will receive the consideration for iris conveyance and will hold the right to receive such consideration
as a trust fund to be applied fret for the purpose of paying the cost of the innphovemenl and we]apply the same
first to the payment of the coat of the improvement before wing any part of the total of the same for any other
purpose.The word'party'shalt be construed as if it mad'pwtles•when ever the sense of Oft indenture so
requires.
IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above
written.
IN PRESENCE OF:
Gary Laube
Standard N.Y.B.T.u.Form eeoa Bargaut and Sane Oeed,with Cavenant against GmAtces Ac o-Uniromh ACRno-ledgmem
Form 2M
1
MG 1,
i5tewart -
title insurarica,cotpamy-��
SCHEDULE A—DESCR PTION
Title No.- ST14.22513
AMENDED 11/2412014
ALL that certain plot,piece or parcel land,situate,Iying and being at Southold,Suffolk County,New
York,bounded as follows:
BEGINNING at a point on the Northerly side of Acke.rly Pond Lane(Bowery Lane)distant 167.91 feet
Westerly from the comer formed by the intersection of the Westerly side of Main(NYS Route 25)Road
with the Northerly side of Ackerly Pond Lane;
RUNNING THENCE along the Northerly side of Ackerly Pond Lane the following three(3)courses and
distances:
l) South 75 degrees 40 minutes 40 seconds West 46.45 feet;
2) South 81 degrees 44 minutes 30 seconds West 104.74 feet;
3) North 86 degrees 20 minutes 30 seconds West 89.26 feet to a concrete monument and land now or
formerly of Andre Moraillon;
RUNNING THENCE along said land and through a concrete monument North 6 degrees 13 minutes 30
seconds West 150.22 feet to land now or formerly of Louis F.Baker,John E.Baker and Bertha Bell;
RUNNING THENCE along said land South 80 degrees 48 minutes 50 seconds East 257.32 feet to land
now or formerly of lay P.SloWn and M.Joanne Davis-Siotkin;
RUNNING THENCE along said land South 00 degrees 00 minutes 30 seconds East 87.42 feet to the
northerly side of Ackerly Pond Lane,the point or place of BEGINNING.
1
TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE
Slate of New YA County of Suffolk ss: State of New York,County of sr.
on the 0 day ot�jYib?) fn the yaar 201$ On the dayof in the year
before me.the tmdetsigned,personally appeared before me,the undersigned,personally appeared
Gary Laube
personally known t o me or proved to me on the basis of personally kno vn to me or proved to me an the basis of
satisfactory evidence to be the indwidugs)whose(1pme(s)is saris ac!M evidence to be the Indhvidu a4s)whose narne(s)is
(are)subscribed to the within Instrument and adurowbedged to (are)subscribed to thews ln,instrument and Acknowledged to
me that halsheAhey executed the same in his wAheir me that helshelthey executed the same In histherlahek
eapacly(les),and that by histherldhei r signature(s)on the wpacky((es),and that by hb%erX*k signature(s)on the
Instrument.the indKrdual(s),or the person upon behalf of which bMument,the indWduaQe),or the person upon behal tot which
the iriduat(s)a ,executed a inMrnem, the individusl(s)acted.executed the instnmeent.
Try
(sigrnatum and office of Individual taking admoMedgment) (sigoahhre and office of individual taking atdrrtowtedgment)
TARKt WWPMoA Sia�aW NuuwYork
ot„alGodtt°tnboeo7otc
oun
Corm siooExs>ImsMarchoi,%
TO BE USED ONLY WHEN THE ACKNOWL.EOGMENT IS MADE OUTSIDE NEW PORKSTATE
State(orD'sukx of Columbia,Territory,W Foreign Country)of as:
On the day of in the year before me,the undersigned,personally appeared
personalty known to me or proved to me on the basis of satisfactory evidence to be the individuals)whose names)is(are)
saturnbed to the within instrument and aCknowtedged to me that helshrAhey executed the same in hisJtte Mefr eapaatythes),and
that by histhedt heir signatures)on the instrument,the(ndividual(sj or the person upon behalf of which the Individuals)acted,
executed the Instrument.and that such individual made such appearance before the undersigned In the
—in
QnW LMCityorotherpotNatsubaMsien) rannrrnenrr; ateorCWuMpyadheretaee the edmowtedQn*n&1Lb&_)
(sigmahne and affix ohtrhdividual lakirty adurovtedgmhmt)
DISTwCT 1000
SECTION 70
BARGAIN ANDSALE DEED BLOCK 5
WI TfI COV15M htT AGAINSTGRANTOR'S ACTS
(� LOT 5 Southold
Tice No.�l t_2Z53-
1 COUNTY OR TOM Ackedy Pond Lane
Laube STREET ADDRESS
TO Recorded at Requestof
Kelly
RETURN BY MAIL TO:
067108i n?t6av
William Goggins,Esq.
P.O.Box 65
Mattituck,New York 11952
W
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Page 9
ST 47360
PREMISES TO THE SOUTH KNOWN AS:
(Ackerly Pond Lane)
Bowery Lane
N TEST HOLE DATA SURVEY OF PROPERTY
McDONALD
�' APPROVED BY AT SOUTHOLD
EL 16.1' BROWN SILTY BOARD OF)RUSTEES TOWN OF SOUTHOLD
2' SAND 5M TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y,
DATE ��u Id t 1000-69-03 13
SCALE.
PALE BROWN FINE TO 182004
MEDIUM SAND SP � JULY 15,M 2004 TOPOGRAPHIC INTO.)
AUGUST 9, 2004 (ADDITIONS)
AUDUST 12, 2004 (SETBACKS)
SEP7EMBNER 29, 2004 (REVISION
)S)
ELr.r' 15' ZWKSON
NOTOBER VEMBER 4, 2004((REN570NN)
WATER IN
BROW
OCTOBJY20�ONS)
NE TO MEDIUM SP NUXR 12�
JANUARY 13, 2021 (BUILDING LAYOUT)
77' FEBRUARY 10, 2021 (AD✓O/NER)
NOTE WATER ENCOUNTERED 15'BELOW SURFACE JUNE 20, 2022 (REVISIONS)
ELEVA77ONS REFERENCED 70 NAVD 88 AUGUST 11. 2022(REVISIONS)
AUGUST 22, 2022 (REVISIONS)
AUGUST 31, 2022(REVISIONS)
N/O/F DECEMBER 27, 2022 (REVISIONS)
KEMi BAKER
VACANT
N8723'00'W 742.10' S
E.
VE
WLF WLF LANDWARD E LANDWARD LIMIT OF FRESHWATER WETLANDS '=( i '
d 1 d WLF 96.32' CONSULTING INC.Y SUFFOLK
OVEMBER 2ON2020� U ,ul
2AS
EL-1.9 d: DEC 2
_ __-_- _-_ _-_ _-_-- eoTroM WLF
/ --_ -_- _-_-_- _- _���-_.4__ _ OF BANK d 4
t0\t I �i' - --- --— 6- _--� WLF cV &n.Cnt!u con
_ —8_—� —___� ` I d 5 o B0arde,ETist�es
o o TOP OF\_�_ -10_��` �� .- __�� N
/ o �n o BANK - _ -
ODEANNA k UGLLAS TIKKAANEN // /% '^ -------- ``_
cP DYW✓EWNG /ELL / // -' \ 143'+o ---•14 �� - \\ \ EL-3.5'
S7URBgNCE BUFFER
' ��\• J \\
® WF31 ZONE% —�—�— � y�j \
0"E
LL at BASEOD7f— — _ 1\J �l . —[INE ate/� �� \ WELL
LINE OF ADJACENT tOj T tt 16.7=� _ 75"g•+ PROPO�SPLIT P I FENCE
� ,�� \ \� ® (TO BE ABANDONED)
HOUSES 1O I ---
O ®WELL W ` LINE OF ADJACENT
Z / + 67 8' 2 STORY
2O." s'mt^ B'O 5 1 .6'+ \\ \�� \� HOUSES
/ 6
ELmta.g 10,.3' � RES DENCE "� �PocO.4 BEDROOM
SOD Z E LIN
2 STY, FRAME N83.00 p0�yy —
_ �20.0' StAe 75'
CHOUSE �_ — 76$D.0 N OOH 21 12• O 0 /c
a�CR4ln Wt`S) SETBACK INE 300I
' Oo
OMAS KELLY(P-m- g 76• PF
0 6-
OL R.KELLY
C{, ON 1p DWELLING
EL 14.6' ------- --�,OH tP s• /P .i WELL
' ----- 2 STY, FRAME
K E0 N7 soE%AcwOs HOUSE
WELL AC ERCY aF aF _00 3o w'�
CV
°�I& (eowE O1Np AD — -',2---"-1� cm
2N F a1o_e __1 408.36• �0'
CESSPOOL 150+
ki
o—wATtA uEmt
DWELLING DWELLING / VAULT.NOT STUB
DWELLINGWELL WELL SSERRMCF IN G7'
i� f
EL 8.8'
FLOOD ZONE FROM FIRM 36103CO166H
Map E/fectim Dote: September 25,2009
DWELLING
KEY PUBLIC WATER
Q =REBAR
® = WELL
e = STAKE cP OPQ
B = TEST HOLE
O =PIPE OF NEW YOq= MONUMENT \
,�Qi�,3•METZC
= WETLAND FLAG
CD,= U77LITY POLE
WE LOCA77ONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVARONS
AND OR FROM DATA OBLUNED FROM OTHERS THEREFORE THEIR LOCA77ONS AND OR DOSTENCE ti' N.Y.S. L/G NO. 49618
IS NOT GUARANTEED.
N.Y.S UC. N0. 051132-07
ANY ALTERA77ON OR ADD1170M TO THIS SURVEY IS A WOLA77ON OF SEC7101V 7209 OF THE NEW AREA= 32,440 SO.- FT. PECON/C SU YORS, P.G
YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2.ALL (631) 765-5020 FAX(631) 765-1797
CERTIFICATIONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR P.O. BOX 909
COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET
SOUTHOLD, N.-Y. 11971 04-148
TEST HOLE DATA SURVEY OF PROPERTY McDO A T SO UTHOLD
NALO GEOSCIENCE
8110104
EL 16.1' BROWN SILTY T 0 TAN OF SO UTHOLD
2, SAND SM AVERAGE FRONT YARD SETBACK CALCULATIONS SUFFOLK COUNTY N. Y.
1000-69-03-12 FRONT YARD SETBACK= 6.2' f
1000-70-05-05 FRONT YARD SETBACK= 10.4 1000-69--03 13
10.4'+6.2'=1 6.6/2=8.3' SCALE: V=30
APRIL 28, 2004
PALE BROWN FINE 70 MEDIUM SAND SP JULY 15 M 2004 (TOPOGRAPHIC INTO.)
AUGUST 9, 2004 (ADDITIONS)
AUGUST 12, 2004 (SETBACKS)
SEPTEMBNER 29, 2004 (REVISIONS)
EL 7.74 ' 15' OCTOBER 22, 21rD4 (�EWSIONS
NOVEMBER 4, 2004 (REVISIONS)
TETEIU BROWN OCTOBANY1 ( 021I ONS)
FINEO M M SP UdR2, 2
JANUARY 13, 2021 (BUILDING LAYOUT)
17' FEBRUARY 10, 2021 (ADJOINER)
NOTE.' WATER ENCOUNTERED 15' BELOW SURFACE JUNE 20, 2022 (REVISIONS)
ELEVATIONS REFERENCED TO NAVD 88 AUGUST 11, 2022 (REVISIONS)AUGUST 22, 2022 (REVISIONS)
AUGUST 31, 2022 (REVISIONS)
N/O/F DECEMBER 27, 2022 (REVISIONS)
KEITH BAKER
FEBRUARY 2, 2023 (Rev.'s per Trustees)
VACANJULY 26. 2023 (Re vislon)
NOVEMBER 8, 2023 (Average setback added)
N89'23'00"W ' / 9 42.10' S�T55'3°y
WLF 4G F LANDWARD LIMIT OF FRESHWATER WETLANDS
WLF 9g, AS DELINEATED BY SUFFOLK ENVIRONMENTAL
1EL_1 9• 2 3 32 CONSULTING, INC. ON NOVEMBER 2, 2020
DEANNA do DOUGLAS TIKKAANEN -—___-__ -__—__-� __ �O�OM OF BANK ' /� x
DWELLING / --_---
r, 4_ 4 �G WILIF
aD _g,_ N
WELL ^ t 1 / i WLF
VACANT/UN MP PRONON-TURF AREA VED REMAIN /// / oo o TOP OF B\� _ '-10__ _______ ______ ______ to
_ _LO
NO HARD STRUCTURES TO BE /
cP CONSTRUCTED SEAWARD OF i/ / I -'I"I -�-�-------14.9'+ ° -`14 --_; �� �� �� EL=3.5'
PROPOSED DWELLING i / /�'�, —50' NON ��� �� ��� \� NON-TURF AREA TO REMAIN
1000-69-03-12 / _L -
_°NE x - 1 1- DIST�'RBgNCE VACANT/UNIMPROVED
U ONE x +--- �- - _ �\ �\ �� �� \ NO HARD STRUCTURES TO BE
CONSTRUCTED SEAV;ARD OF
2 STY.®WELL IN BASEMENT �' —� .� _ +15 DW 1 P 0POS�D LINE pp HAY \� \\ \ PROPOSED DWELLING
FRAME �,� 7` ,,, Es \
L __ _- ®WELL
HOUSE LINE OF ADJACENT - p 1+16.2 - � 8 P s sP�` L Erb �'` \\ \� \\
I _ _ (TO BE ABANDONED'
HOUSES
ry ®TEST 75' WETLANDS T�
p p I WELL I SETBACK LINE_�� PROPOSED 5'min. 8IC3 14.6'+ �\ LINE OF ADJACENT
t �/ +16.8' rimit of Clearing a'nd / 2 STORY a 20'0 6 •4 \ ���a HOUSES
EL=is. ' Ground Disturbance xs 4 BEDROOM h PROPOSED
L - - - � RESIDENCE ! oaCAi RAG N _.,FLOOD ZONE LI E s 5 -_. N/O/F
101.3' Dw SL q o THOMAS P. KELLY
N��D;00"H/ 20.0 5. 7s' Ds —"1 ,CAROL R. KELLY
�1 NJ �� % ,n D SETBACK INE 1 DWELLING
OH 21—2 6'S0°0"W �i s.i' �' -� PGRA10S O . / 0 r ) _90 O' O WELL
h 1 .`unit of 1Clea ing� M
1 �PEVIRVtWAY �� g• O B� and round to
OH 104.18. ' -- 6 YlOus)__ m7 LDisturbance_ J O
OH , 0, 8, N 1000-70-05-05
EL 14.8' "------------ PRo ------ N 1\ 5' tntnmn. LP 2 STY, FRAME
PWA�RLr 4 '5' ' 100' WETLANDS / HOUSE
A CK NE 4 IV,S•o0; s� m'^• SETBACK LINE /
WELL (g RAY Pp ' __ - o° '�'- , °H _ -- -" Q
iso'+ �wERY ND R " Ge 2- --- �'� CMF ry
//�� e
DWELLING (PUBLIC WAJER 11VLA E OAD °FPA`�"'f�vr 114•,oH
WELL ac ,REE7) ) 2
CESSPOOL 150+ o--WATER METER
VAULT. STUB Q
DWELLING ONLY. NOT IN \
WELL SERVICE. \
DWELLING
PUBLIC WATER EL 8.8'
FLOOD ZONE FROM FIRM 36103CO166H
Map Effective Date. September 25, 2009
DWELLING
KEY PUBLIC WATER
= REBAR
® = WELL
= S,T,41l,
I
O
= TEST HOLE DP
® = PIPE
® = MONUMENT
WETLAND FLAG O r ,i
U77LI TY POLE cP ;
t'
THE LOCA7701VS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVA77ONS '
AND OR FROM DATA OBTAINED FROM OTHERS~ THEREFORE THEIR LOCA77ONS AND OR EXISTENCE N.Y.S. UC. N0. 49618
IS NOT GUARANTEED.
N.Y.S. LIC. NO. 051132-01
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A V10LA77ON OF SEC7701V 7209 OF 7HE NEW AREA= 32,440 SO. FT. PECO 7 YORS, P.C.
YORK STATE EDUCA770N LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL (631) 20 FAX (631) 765-1797
CER 77RCA 77ONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR 12JO TRAVELER P.O. BOOXX09 909
COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 1 971 STREET 04 148
IIIPAL/Rill IOYEI COW
HOUSE CONCRETE COLLAR K�r- Reerairarearts
`•y �, unowrsc a
WATER TIGHT FRAME do COVER N N -� n'Y REGISTEREDARCNITECTI-final apip, .1d,esyebn,
F.F. EL 20.0' W/APPROVED LOCKING DEVICE ` L4K1tsv �+ T.YarbTa,.n porMa--ar" -90-an"albn andconauacAon{W.W.IL-T3l erwa PROFESSIDNAL ENGWEEROR
P-'�---�--- Nmw/PlweAara
CONCRETE COVERS a ,:.lw 41��z IlAraw 2Th.i.wedUAowrSmulhoN.aae.Jpdvwdetben:paesRbCJrpr%1AadeVl(seP.ewdrry
PPER END PLUG d SECONDARY SAFETY LIDS Stiffirolk
BLOW GRADE �}- ----/1 f•vwn,� &waeaaea)wdb..LknlwaJ(kalmwareenden.Weartio .okCooMtlMA.a9hA•py7hCarty
ET. 15.5' FINISHED GRADE EL 1'J.0' , nAP L41P I= of Labor.
L d teem L xm a ea caw.ne Naas.wua b srtbe WTS Coda s ioa P A)(J).Tfe D.Pa.n.a
I.E. 1 I I'--- --'�--- �NtlTilt/IT,I iU a lAbe,l,omwp,rd cerearle Mkn mrba,s a fat d icwred VA OWTS Moirlmalce Pm•ides.
�� allll Ik _ _ I I ��Z:` M'� Q a Wreem railaewa,.Datr.dbelwe,ArMrwveaPrmaaare,ePmpadrawrcrnnrca
17.0' .Dpeaft-d
AMC BEARIN a---""'�� N' z
I = PIAP 3M I�L7y 4Ma a.ed YAOWTSaleaapredbhe mWM3.
8 min. 1'MIN. ,_NI $�gS N ---1 Nmor I w saw
y.rwrrr.y.aa oprawml,almr.11R serNoe car.a.
2'MAX � / - SVNla,an VA tFMSrepiaaavM,realAr,rb.we4dbAra mddlM mdawe being eeree yea pyesalwp
+j-•L edaM•rrrrean da.xilw sbovatlr roo•e and the lop ama vaa d,ad Ilevw•mairean Ilor®rtr separtm d 12
4-5 PIPE I.E. I.E. __-/Epp�MTI® /.a iraieallo"Wopecipmrm dma uaCbaaeawaaet andPada.bvMAa.yr.bar seeumd,avea
' tijr TL41PI L7y Poe-Ybe eyed b1fteedeia-rirdths-d--and to rrateam:iman dlflff leabm Wad•Tteaever.
QE/lr`I CUT "�•. .•.� - /¢4 i1A Pyee mdwra, a•a.doonwyrd nN.11w,n:em..ltisa.lb«I me,da�.N 13.9' 13.8' N _.1 NIIQI ewi be bde,aam war d3(eelban
1/4- PER FOOT MIN. PITCH �DVy 1/8-PER FOOT MM 13I.E.5 . ` ': %"'�%` r N� .e a Pyaa a N nwe a as:aan m a a dz:�naa.
MIN. a DIA. SANITARY PIPE LINE PVC WASTE LINE w%•� %� '" ' 6-0 �� w"�n,nn'"""` p��A an YA OWfSiaYeda nemsdsewge 6epeeJ.badtlTa�eab
GWIFS
SDR 35 $DR 3S ~ 7.bwtat VAowrsteaa aaaae:PbnrnaAdae/a emn.nedsAv..Nappicade em enedaAospoNded by Ae ci
EL oull Ne � rre,.aar Ne,be bnlierlertetl W
8 I I A A The MOWS teal ah.1 be k*WW lbval anal Ae 6-Earth.nl.*-bbanea in.M dredbn of � Q
D' 3-0' LNI-03 b ell-Nee i-h)-.roawean 3 nch Aack bed d MWY leveled ed ampach d-W(*-ftee rook.)o,P.Nava
PRO?OEfD GROUND WATER r L HI 1.S A.Th.repdAeVAOWTStetrard.0beboatM
lP�YIar125leetorkes Aa,n erloal belovrM1M grade � Z Z
HypRp-N(`BCN -� HIGHEST EXPECTED 0
AP-400 HIGHEST RECORDED GROUNDWATER [218'DIA X 6'DEEP LEACHING POOLS GROUNDWATER L"b
�b � ebdr - a o
BACKnLL MATERIAL TO BE CLEAN SAND & GRAVEL [11 8'DIA X 6'DEEP EXPANSION POOLS J
1.Cr"Parch
IIAI �' Nwairp.,d.*ipneawebbabat.Mdby*..Wdiwloaaladv.-d.-wih Ae
NO7E: NO CUT OR FILL REQUIRED a .�_eea L. b-, n"�bCa°"a`m";; d wre-a a raN,Paeanr aa<p a as asaa A.A.nw.. O
Nelreb.ely.Aepa nay be masted-ana,Wa well alale etrumae(preferable a l!"y W L
HYDRO-ACTION AN-400 DETAIL LEACHING POOL DETAIL �«• trEsr i
el AtIW, aTraataPanaannbaP`�r.�aknablaney+raaoaas.
d The Pawl ale,neet Net-I 0.1do.1 Vb da -Aa.aaeten(W"4A ape kara- O
e The a.MIA rout hen eppropriete seas b pervert nwnWe Dorn react"Yla cored
SANITARY SEPTIC SYSTEM PROFILE Pa�=*a4 o Q
cn
01I<F LF�dl ayaem Yel Mepippee wth a A Tor wetng eye-Mich ml activate espbb wd
Nasal alanra Asacan be reeAty ae-ed lased by aw aooupaRaa Bar laaftg saved
N .T. S . BILLOFMATERIALS 2P-.mMommare•LevNS-rdCaleae 0
9 4 12 NPIR ^" ..rode VA OWI�d�ialns-br�A-p'�r"c'�&.6 rout be wabtldt and baled ataide 03
C I4 = A -, 11 TA.A,aa'w�e' a Ylap xbort for lea We d�'rp,.•-0-Illai, Mt be roade It. V
The DeP.lanea pane system operate Aaa9h.normal operate®cycle.
'BAR ?*• $ILl°PER EIYD TM 3= 17 IPUF c ,oat,o •m9a Anne ProplM proubae _
PROPOSED ��' MEMO O a Naga sa,uTrone cwrnn¢o'u�
f1EG d IPMT 8 am ,�a 4e yL on acewoaaoace 7
Gene
PANEL RISST&COVER ': POLYLOK 12- Nines FUMT SW to Imo� � Notes L
DISTRIBUTION BOX n TTUMM�TERIMINiALNOra111M tt Viz a u w' 'mew zac ka.,do ,3 Q
i'hl.D NRlllfi NIAT X A IIMIIM ff Ae'C arm VIE aeawoNtr„vtaPam,P,c aaaaNATION ySora AsuRvey,lrPecolac suRVEyoas,Pe..woraae
PA3ER'fir AAr za inn.HEVATIONS IEFEIEncED roTIE NAw,.r
PACKING 4 Ata,tATbTeNs,NolEnlaos oPowsTrA,enw swucoraaw,Ie T,E srrayA,ms AM sPFr:liwJ1TIW3
aF Tlff Taw of SOV,It01D AID nre sl,Tauc cauiTr 11EPARTNEMOF IEILTN sl:,nraa:s As fEauREO
FROM OWTS I rrmpo"Wism,
AIM 61 AIR d SEIffR PIP£ -PTO LEACHING FIELDS > ,.i • NA-!/AIIA amcoNmAcm"aFN wo'rNa°,"`E�"rrco mraT°Con's"no" p°pussssmFA�E'-ria"wT'e°aax„o„nese
EXIE'RW R4
lNIe45Is coNcelmr�AIOlsusieE eora-aPem Accamraxr w TrE wl:tu.
AN CMIN BOX BELOW PIA:PIPE 03W# a nE ooNmac,a swupE r ESPamett roR srx„ra AU N cnsNV�Rr s+EroNe Dower o
GRADE Ay I d Jd SOR M wroRlL
SPROWa.FBOX 6ENO PROVIDE SPEED LEVELER T-,uulswe wT�nXMID asswaleeaeno�E WNADm�01401! NTaw•oa.m•sTAW
ON EACH OUTLET e�i,�mtww°A s°OEos .DLNiLowmoN T�Ea PONs r[roR ns osNc oEFAu
2 AMC r�NIRE FROM DMaLAW 70 ARK 12" THICK UNDERDRAIN
FILTER MATERIAL TYPE 1 a,u PRerwsrslta cn,Es a,NLffrPPaoam,r TlE nuT yro wrPLrvrmT Ew EfaAAT aS.
DIREJrT'BURIAL a Au PaEawsr s,lA,cTI,Es alma pe wwa<Ac,,,EDrAn1 aom lST nwr srrERcnlooNrxETE.
CL 60•PIA:WIX d 1D PVC 1a sAarAry wcroae sde�aaoR As sPepFlaooNp,rs
HOLISIF P O L YL O K D-B O X DETAIL l,.°�w°�ars��AD". "N�Sa�N�NTLra,a�Y,a�DN. ssARrro
PREVENT TIE TRINSPORr OF SEpaEMro OfFSITE MEN.PQbS,DRMNIOE YaETS.IrE aETNODS AID
IMTEfaA45 EaRDrm IN TIE a6TALLAl1O1 AIO MAwlEIU1NCE OF FROSIONOON,RaI IEASUtES SHNL
PLC CONRRd.PANEL oolsola,roTlE,twraec u,oEUEsraalstaslaN Ann seakExrcaNTAOL.
Wlt~C WRESSOR AIR PUM N.T.S. tz r mrrEN ra".«sEom sTrAwa»ixn rnocro'�R Tesror.spa NAVAAI I>ETsrrrATnE otmrA,A
CLEAN OUT DETAIL
N.T.S.
ELECTRIC RISER DIAGRAM N/O/F
N.T.S. KEITH BAKER SANITARY SYSTEM DESIGN
N 89' 23' 00" W 142.10' VACANT
S 77e 5$• 3Q» LANDWARD LIMIT OF FRESHWATER W
WILF WETLANDS AS DELINEATED BY SUFFO
`# Vi 6 3 NOVEMBER 2, 2020 HYDROACTION - AN400 E 9 2' ENVIRONMENTAL CONSULTING INC. ON LK 4 BEDROOM x 110 gpd = 440 gpd
EL-1 9' #3 = 440 gpd _
_-! _ --``_Z +_ _ BOTTOM OF BANK WLF Z
-} LEACHING ~ W o
�► i --- ------ _- _ wtF N W J
N/o/F / ' TOP' 8 io`.'_ - -� - 15' TO H EGW (,j,J zo
OF BANK-'- 12 -�_ ��� Z �- d'
DEANNA & DOUGAS / / / / - ---___ _ US
TIKKAANEN ; ' ,�_--------------------- -----_ � USE: r , LLI =O � 04
DWELLING ' / 14.9' '14 ---- �� V J
/ ' ��� + ;" [2] 8' DIAMETER LEACHING POOLS x (n z ti
co
WELL % _ZONE X 50' NON-DIS7UR �.
_ _ BANCE BUFFER T a� 0 I
6 DEEP L. tO
$ WELL + 150 TO W - - -- - - - _ 3'xa' �� � � `. � r-
SANITARY ZONE x - - - _ _ - FOR AIR PtPA ��� N, \` i co
►� +15.8• -. AND CONTROLS [1 ] 8 DIAMETER LEACHING POOL X = W o
to -----_ ows +15.8 PROPOSED -` ` \� �\ �`, 6' DEEP EXPANSION o m
O 1'16.2• '-16-----�__ UNE OF H \ Of O
--------_--` Y BASS ELECTRICAL `� LIEGEY
5'min. d
3 INCOENDUIT F.6'+ \ \\
480 ACKERLY POND RD.
2 +16.8' 2BEDRR My Z°° °" a SOUTHOLD NY C)
4 BEDROOM PROPOSE FT ZONE UN I t<, O
RE 1 � ,
vw w E14CEN n GV StA8 VENE NT_ I N/O/F
N83 - "2.O-0.0' LAIRIN 7E ALINE --t- THOMAS P. KELLY SCTM# 1000-69-03-13 �'QQ nN/ --'-• ---- ..�_ 50.0'� GF'.18.0' CO UNE SETBACK LINE
'�._• 21.12 INV TH W "''DROACMN CAROL R. KELLY
....-•- 16_w J5Q QQ„w $EL=16.1' ai 1-� 3 � /
21 12 •-•_•_•��-�______- W --4- -�� �� 8 0 100 DWELLING AREA FOR HEALTH DEPARTMENT
•-.__ - 4t / -'16�, SETBALINE
NDS Q APPROVAL STAMP
PROPOSED •_ 8 ,, /Res `�- (0 CONNECTED TO
- OH ELECTRIC - ---
___---SERVICE - _--- `•�• I _�V7 / PUBLIC WATER y
as S O 5' m9• / O ry SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
AC 14 3n" M. W) PERMIT FOR APPROVAL OF CONSTRUCTION FOR A
KE eDGe a �*i S'min. SINGLE FAMILY RFSIDFNCF ONLY
DWELLING P BOw RP�ND R PA� vT ___�`•`•u•��� --12 �?
WELL & CESSPOOL O - ----_
150' $wELL DWELLING wA�R MA1 �ANEI --�--- PROPOSED ---�•�•� ��
DATE 1//0ra3' �.S.S.W.N R-2a-T22s
WELL N �N S1REfT SERVIWATECE 4Q8 Z' APPFOR EMAXIMUM F oohs
+ 150' TO DWELLING 36• EXPIRES THREE YEARS FROM DAT FAPPROVAL
SANITARY CONNECTED TO
PUBLIC WATER
TEST HOLE DATA MCDDNALD GEOSCIENCE DRAINAGE CALCULATIONS 8/10/04 PLEASE NOTE DRAWN BY: JF/JP
EL. 16.1' BROWN SILTY DWELLING HOUSE: 25.0' x 50.0' = 1250sf Sanitary system not to be installed
SAND SM CONNECTED TO -
2' PUBLIC WATER "�,n;; GARAGE: 20.0' x 20.0' = 400sf under driveway.
,{ AUGUST 12, 2023
HOUSE
PALE BROWN FINE i A J ,4 Design Professional's Certification Required.
TO MEDIUM SAND SP 1250sf x 2" = 208.3ef Submit P.E.or R.A.Certification for the
- Installation and Construction of the Sewage Disposal System SCALE: AS NOTED
208.3 / 42.44 4.9If Use Form WWM-073
EL. 1r1' 15• Iv Q 7rErctpl USE:
WATER IN PALE BROWN GQ'`` [2] 8' DIA x 3' DEEP SHEETNO:
FINE TO MEDIUM SAND SP �v GARAGE
17 ry O 400sf X 2" = 66.6cf
NOTEI WATER ENCOUNTERED 15' BELOW SURFAC SITE PLAN E � 66.6 / 42.44 1.561f
ELEVATIONS REFERENCED TO NAVD 88 ►IIJ✓✓
HEGW = 1.5' SCALE: 1" = 30' USE:
[1] 8' DIA x 2' DEEP
OMIC:c
APPROVED AS NOTED
DACE'.I�.'ZI Z 5 B.P.#5 O I�
a i3 B� CO',MPLY%VITH ALL CODES OF
FEE NEW YORK STATE&TOWN CODES
NOTIFY BUILDING DEPARTMENT AT t,,S REOJIR D AND CONDITIONS OF
631-765-1802 8AM TO 4PM FOR THErrp "! '�
FOLLOWING INSPECTIONS: -N, r tr•»•n
FOUNDATION-TWO REQUIRED Q a Gl c� ` •����
FOR POURED CONCRETE �y-I 3-2023
ROUGH-FRAMING&PLUMBING
INSULATION
FINAL-CONSTRUCTION MUST �a.�..sm 10 .2.3 '23
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE NOT RESPONSIBLE FOR TRUSS rLACARDING CyQUIRED
DESIGN OR CONSTRUCTION ERRORS
ELECTRICAL PLUMBER CERTIFICATION
INSPECTIO"1 REQUIRED ON LEAD CONTENT BEFORE
CERTIFICATE OF OCCUPANCY
SOLDER USED IN%"DATER
DO NOTPROCEED WITH SUPPLY SYSTEM CANNOT
FRAMING UNTIL SURVEY EXCEED 2110 Or- 1°/® LEAD.
0 HAS UEEEN AmonP i�OVEDLOCATiON
PLUMBING
ALL PLUMBING WASTE
&WATER LINES NEED
fro I~rp^ration TESTING BEFORE COVERING
rcquircd r o.,,per
IYS Codes Must provide Manuals
D,J and S as per
NYS Energy Code
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236 Blown door
OF THE TOWN CODE and du^twork.
testing;required.
fwA�Dafalf ramf scar
VA0WrSG-v1Reg---ft
HOUSE CONCRETE COLLAR , ^p*I •» ,» ,.hablkrMa probe---MWImd,MhdAW--aeo V-di-W.W.M.-rilf-.PMFESSMALENGVIEEROR
WATER 11GNT FRAME dt COVER N p--+a--Q----��04W lyR11rm RErASTEREDARCWrECTbiul ap-Mdusrydem
llt7
F.F. EL. 20.0' PPER END PLUG W/APPROVED LOCIONG DEVICE CONCRETE COVERS a•lw ��/'t/ oFLA 2tleww"" AaWTsm»lTok.o.e■laedwr.umr.p,arvbgapt«ssTrofderf(s,pf�bd-
dt SECONDARY SAFETY LDS BELOW GRADE I� ---laxmc(urMT�rm o•P■m".d ..Lr..c.dc.Dr.«Me..,
&aireree)artl E,da.enre J tlhold a..rrd AIkrl,eTee Trowner/Srdern Mellen l.a4h Vle V,I Couvy
EL 15.5' FINISHED GRADE EL 15.0 a-- -ON---,I /nA FAA .1Ubm U-. arw C nrr.Alr..n ld"`ar'" a vA■ow sbm�i.�D "�lP• ;.�`D`pHb r'
17.0• [ 7 16 ul_ AFFlC BEARIN lm�l - p--� ��/�i rt� wtarum ab r Dwherd
.abw+dr.,c...ebd.,«m.rew+.D.o.PRwa«.driw.Rr.•.D..,b.
8'min. 1'MIN. m SLABS R --J f/ �159 �� aMM..eYAavrsare,.7..dbh-.R:"a z
2'MAX I/ e 5 VW-an VA OWTS np, .eM,■aat.Wb.,ed»bM mddlhe nldd-benp-I Ved piprdel
ederda m..nm fSbch.abm the M05-WW the WP dtle wt d.I Me a nsrmm hair-W-p.ldundl2
4'MR F1PE I.E. I.E. , �. ---/m"► �•T•lTsra lea :a rb wP.E Pd1"n dtle md.n Dees....s nd«.N d b vM tlb.Y+s.b tl.rerderce md.a rot
O.Em air 13.9' 13.8 -::r - - vor D 13"
1/4" PER FOOT MIN. PITCH FLOW /g" I E y .��fy,� " pq=* eloce (3fd I..a..a..m,..bd.a ar m,.d,slD W ha.eaa..T
,.: .M.l�'.LR'?,.•:}.. :k -���/DA R.A p9rdalbedh- mlmamd3t..timm.nyw:d.w«d.orwar and mud kmeab ww..erb.n Eller C.NcaM 1
"ETD am,'
m"/off.■ e■.P9aa n.r.l hwe.m...an darreler d 2 rldlea J
1 PER FOOT MIN. 13.5 f' '•x''=":
PVC WASTE UNE l ,t2 .`..�'ti. 6=0' MtOeRL BI.-W.NW dddnol be Pn AOWThan an YAOWrS Yutifzedrmew.daewepe ai.prd hide w.r.br ^
MIN. 4' DIA. SANITARY PIPE LINE I '°"°'°"''�1no1°e°"`9°'b""'AOWfS Q
-�I` TDf.wk.xo.nw.ews Pnn d.dbyte ci
Re ..aeeda«del b..niA m ded
SDR 35 �� �.� a 7 hIM VAowrS klw.c.ardrlp b nw.AxL..fa re.a,.nerraae.le M
B EL it S Tle VAOWTS or*del be Mal»d kYd in drecev (wD,0n do .bla.nr henry dr.di.n d,r.ne
PRCPCCFD 0• GROUND WATER 3vF- la sn.bPd)m.vAovrsarda dbel.�„d � t'rbnma■)«pr'.. W Q
L y EL 1.5' Z
HYORD--AICIICN 2 8'DIA X 6'DEEP LEACHING POOLS HIGHEST EXPECTED vd«+.^z5r.d«kr+e^erT..lb.b-Rraaa.. � Z Z
p4-400 HIGHEST RECORDED GROUNDWATER [I GROUNDWATER
BACKFILL MATERIAL TO BE CLEAN SAND do GRAVEL [1]8'DIA X 6'DEEP EXPANS10N POOLS Is apvr Ebd ca Tdepiamate a Q
1.C«bd Penn. / J
6 DM MaL M E (NEC). balw�dce.•bmical eorhad«i,.c rdmo..Mlft
N07E: NO CUT OR FILL REQUIRED NM b.Tl MftM 1ardbm,m. ..audd.d.n..awk psama .»n.wrm...dv..YK /y L0
Me.rra■aey, �.ar b.m .dman at.do wap d•e dnrdre(pnd".11, t 1
HYDRO-ACTION AN-400 DETAIL LEACHING POOL DETAIL MA" M::
aTheorvdPend drl be pkcedd.emdakbk he 0"b e.ere
d.T1e panel dal meal W-W8PWq Ekddcd W Wov e..,a A n di.n kft k msd*V,pens. Y O
e.The c.rdd mud tale eppr.pfde.eal.b pmare per erd,rekWa fnr reachg Vle..rbd U
SANITARY SEPTIC SYSTEM PROFILE �«Mb-
01N1F n nr""r f.EawarM dW 6..4RAd wl.h.ariui 9ard 9.Yd.arhrh wi.dna0e.rd bk.d
mud akrms•eke,be meaer.rr,.b hsd by•a.papedadtla blddnp aened
N .T. S . � BILL OF MATERIALS z Ta.D.Db.rs Leal S.ra..aM amd. < O
.The a VA0vl rs tw*bmr aaunp me poop mpbr and Teak rm ba webrfplY and l.rakd aedee IV
4 12 HArr row er b.The VDepamnert*W dame tle qa un a cycle
dmdw IV
M HNR rw,.osa •r,rti sr rare.®.
14 S'�P�Qp TDE mSE 17 TNlr A ,a0.s3 .,raunrrr.00'®"e•'" hope kwape p flbrwwmbe�i dn' neat
■ ,l...s .. /or clay boa re PunP pr.cedae.
PROPOSED ate• iMAT JERAND l5 DAIf s a»moa 'naT.oar corns'
EI OS a sees,° .n..,.�a�,.r.c
PANEL RISER&QOl'ER Ni RRrm►n%T SvM TO K"To a MW AT fEDv"DORM G8ner814gMn,CtipR Notes
POLYLOK 12" RA,R TwtEL "Aur �,W,,
st 1At1ED =DfnpRE ITEIa cortAa vt
DISTRIBUTION BOX TfEumn Tmcuc Fm TErAfn•lL nnop dIC1EVf a is brlba :fc,..,.�e•«,,3 w'
►W_D VDDJS 11UiT E A MMMM ff AM CO'PER NOlE. A■dIIO/R\'MO TDPODRM,•C.fOrNT,aN INaM ASI.NEY fn PECORIC SURVEYDRd,P.C.,lalOdae _
FIFIER�T MYM,IDYlEI.EVAT,DRs■ETERB,LEDroT,E ralW lees
PAarnvc ��9.� u oFwirEr�'9ar ANOT ESU FDIKCOA YDEP '1O R�aF�E'KTHSEm"+LEsaf�•sD�tsl M,�RL wwr a■.nlml■oucTnf srr,al aoRsr■
FROM OWTS TO LEACHING FIELDS awxTMvl■enre At"DIED •A. r r/p lw eDvees COMrENCEMEMDF ygpK_THE CON RACTIX f/OdSEO lsur REACE.,Fdr T10N Sly e•,off l,ESE
AIAP BREAKER d SE�N�E�R�yP.IAPLE)EXIERVIT RA
' --► f.TREoormrcroRsruunapueAvrT,��aAnw,NDDePmaPuivruT,ESPleoaronE
,errs/ P11N51500NCEPIWLANO r6T�O01idRL,ED AC�INfiY NIIE REID.
OW PW PIPE P.30.T1 a:canRNCTaRauubeRESPaeneTePonsccuwDNul�cesswnPERrTsarDaEoo»le�allo
&RAW 91 I d dC SDa 35 PROVIDE SPEED LEVELER T.NiDrs,TNxr r TEmN AroDEe.s.RNLeEDswsEnoP. mn ar,.ca.m.arA,e
SPROWLER BOX BEM) „arEnERN-uws.caoEs rwoRdRN�c,:s cDNm"cTaR swu be REsw.melE wR nsPORNc oFs�uL
70 SE w 12" THICK UNDERDRAIN ON EACH OUTLET ,,s,,,.ErAERKR sRE.DE ,N1„D aEpYREDa ,Ee E.
Y AMC tr N1RE' FRS DrIELLING FILTER MATERIAL TYPE 1
■AU PRECASramucnAEs s„NL eE„PRooED erT,E collN,v NODomLrwmT,E.f,amaATlaNs.
WEXT BURIAL ■.ant fetEC/Sr S1RIlCm1REe■„Nl eE MMA,FACT.®r•,Ra.W P5,>a DAr■TRERGT„CURDIEIE.
C.L 6M Pic WfP Cr 1D PVC r.Ar.fM.r..Ero■EfORJS PYC d,AS SPECS EDDN PUvc
HOUSEAVAPRIT POLYLOK D-BOX DETAIL ,,.Dr.D�.�,Rx„D..ER�DRaI� DaENTDDrRDrEA■. ro•E �D�NE��NTYro
PREVEMTIIE TRNVSPORTOF SEp1ERTro OFF9DE NiFAS,POa)S,IXtNNPf£r.ETS l,E GETIIDOf MA
YATERINS EbPIDYED W TlE aaiTN1AT10NAl0 MNMEIWICE OF EROSpN OONIROL,E0.5D■ES SIUIt
PLC CONRtLr PAABL
ro TIE NEW YD,.t DUDE„ESFda ERO6ION uoseD■ERrcnrrRot.
W/11080 CQMPRESSW ANt PUMP N.T.S. 12 roe wRm1i o is srWwDiNOPRDCT iESTenwu.AIDEMvrrNT„Eovrrr
CLEAN OUT DETAIL
ELECTRIC RISER DIAGRAM N.T.S. N/O/F
N.T.S. » KEITH VACANTER S
N 89 23 00 SANITArox"1/ SYSTEM DESIGN
W 142.10 •
,7e 5S' 30» LANDWARD LIMIT OF FRESHWATER W
WLF f WETLANDS AS DELINEATED BY SUFF❑LK 4 BEDROOM x 110 d = 440 d
»19•WLF _ If2 _ WLF
9632, ENVIR❑NMENTAL C❑NSULTING INC. ON HYDROACTION - AN400 = 440gP d
N❑VEMBER 2, 2020 g P
_---------- ==+_ =OTTOM OF BANK WLF � Z
4 6=_- '-- "` LEACHING `~ W o
�1 / -------- -�__ WLF N 1 _I
'� -- g_-- `'--___-=-- -_ _ +5 0 15' TO H EG W LL J Z O
N/O/FBANK 12 _ _ _ �
DEANNA & DOUGAS / / / / - ;-- - -'1� = Z E- �
11KKAANEN / / I ,�----"_..---------------__- � 11J = �
r- N
� -� -14------;;-_ -,, �� ��, .,. USE: (� � o ,�
"
DWELLING / i �''- \ +4.s• �\ �� , Q rn Lo
�.�-�• N �.,\ [21 8 DIAMETER LEACHING POOLS x (n ZO
WELL _ ZONE X ON-DISTURBANCE BU r co
W - - - - _ _ _ _ \ �\ 6 DEEP cn M
WELL SANITARY50' TO ZONE X _ - - _ - _ - oR�PADJVR \ �\ �\ ` \� U. (� CO
�, 5.8' X3 AND CONTROLS
[11 8 DIAMETER LEACHING POOL X = W xx
_ 58 6' DEEP EXPANSION n O m
/ _ OW \ 1..1..
(O �-- +1 PROpOS � � �
p 1'16.2' ----16--- LINE pl
- - - ----- -------- " Y BALESELECTMICAL �� LIEGEY W a a
I 5•mlrt. 480 ACKERLY POND RD.
U)
I PROPOSED D 3 �Nca 110r T.6'+ ��
Z � +16.8' 4 BEDROOM �Q°OSED� W vE FLOOD ZONE UN�\\ �� A,O
o GA RA( I N/o/F SOUTHOLD, NY O
ow RESIDENCE ri ON SCAB NE75'- SCTM# 1000-69-03-13
N83 '00"w --- ____ 50.0•� GF=78p, co N UN �NDE� 3 THOMAS P. KELLY -'
. 2 . 16_N76 5Q, TRH _ „N-,WHYDRO / CAROL R. KELLY
QQ" EL-16.1' uS 1 OPA
21 12' •-•-•_._•_:�---__ W _-___ ., W __ � °�°X � Q DWELLING AREA FOR HEALTH DEPARTMENT
_• •'` PROPOSED 4/8 W 16 , 1 r / "S' 100 A NOSNE -'/ ALL Q APPROVAL STAMP
OH ELECTRIC •-�. LP
/---_ vo CONNECTED TO --------
.11
SERVICE _ `•�. I /V7 �,8 u, �� PUBLIC WATER O��y
r SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
- 14'- _•S Q =' S. �' fnn� ( PERMIT FOR APPROVAL OF CONSTRUCTION FOR A
AC - I- s � �
KER EDGE of 3 �r�� mM. .SINGLE FAMILY RESILIENCE ONLY
DWELLING (e WE POIVp R PA NT _ ----`+`•�•� 1� _ ---12 ` CO
WELL & CESSPOOL RY O DATE�o Iz3 S. R-231229
150' 4bwELL DWELLING wA>FR MAIN �N SANE) -3 PROPOSED ` •�',� 2 �r
WELL DWELLING SWEET SERVICE APPFOR MAXIMUM oohs
+ 150' TO CONNECTED TO 4Q8 36' EXPIRES THREE YEARS FROM D F APPROVAL
TEST HOLE DATA
SANITARY PUBLIC WATER
R AINAGE CALCULATIONS MCDONALD GEDSCIENCE D
DRAWN BY: JF/JP
8/10/04 PLEASE NOTE
EL. 16.1' BROWN SILTY DWELLING HOUSE: 25.0' x 50.0' = 1250sf Sanitary system not to be installed
TO
2AND SM CONNEPUBLICCWATER r f+ GARAGE: 20.0' x 20.0' = 400sf under driveway. AUGUST 12, 2023
` ' •J V
HOUSE
PALE BROWN FINE Design Professional's Certification Required.
TO MEDIUM SAND SP O e M 1250sf x 2„ = 208.3ef Submit P.E.or R.A.Certification for the SCALE: AS NOTED
Installation and Construction of the Sewage Disposal System
OQ. , C,w•,^� `ry 208.3 / 42.44 = 4.91f Use Form WWM-073
EL. 1.1' 15' N * r USE:
SHEET NO:
WATER IN PALE BROWN !,�C' [2] 8' D I A x 3' DEEP
FINE TO MEDIUM SAND SP V GARAGE
17' 0 400sf X 2" = 66.6cf
NOTE" WATER ENCOUNTERED 15' BELOW SURFACE SITE PLAN 66.6 / 42.44 = 1.561 f
ELEVATIONS REFERENCED TO NAVD 88
HEGW = 1.5' SCALE: 1" = 30' USE:
[11 8' DIA x 2' DEEP
C /ITRA 011 . R _
0 CT `PRh-% R THE C
Generated by REScheck'Wii b Software
Com rpl i�rtee rricae
j480 ACKE � U AV
Project 480 Ackerly Pond Lane
Energy"Code: 2018 IECC
MI
Location--, Southold, New Yorke
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 3,582 ft2
fouthold, IIX 11971 Climate
21%
Climate zone; 4 (5572 HDD)
Permit'bate:
Permit Number:
Construction Site:, Owner/Agent: Designe,,'"antractor:
480 Atkerly Pond Lane Michael Liegey Michael Catalano
Southold,New York,NY 11971 Peconic Building Solutions "Green Guru,:LLC '
53800 Main Rd, "12'Arbutus Court
Westhampton Beach, NY 11978 :.Greeniawn,ny 1I74Q
631-765-6115 631-398-6506
peconicbufldingiagmaii.com Michael6greenguru.org
77777
iy
• • • • • 4` 4 .v.�x
Compliance:'-1 .6 o Better Than Code Maximum UA: 415 Your UA: 371 Maximum 5HGC: .0.40 Y Your SHGC: 0.29
The%Settdr:or worsO Than Code'Index reflects how close to compliance the house'is based olt'tode trade-off rules.
It DOES NOTprovide an estimate of energy use or cost relative•to a minimum-code.homie.
5fab-on-grade tradeoffs are no longer considered in the UA or performance corrlplianee path In PEScheck,1"ach slab-on-grade "
.assembly.in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements.
� LX
A,/
AEnvelope Assemblies
ove ' ber
202 :r
Ceiling:Cathedral Ceiling 2,225 38.0 0.0 0.027 0.026 60 58
Wail:Wood Frame,16"o.c. 2,206 27.0 0.0 0.051 0.060 82 97
Dooe'Wood Portion:Soild poor(under 50%glazing) 120 0.300 0.320 36 38
WlndoW 2'Wood Frame 473 0,280 0.320 132 151
SHGC:.0.29
Floor over garage:All-Woad JoistlTruss 86 30.0 0.0 0.033 0.047 3 4 g
BasementlNall:solid Concrete or Masonry
Wall height: grade:
1,136 0.0 13.0 0.051 0.059 58 67
'Depth below glade:7.0'
Insulation depth: 8.o,
Project Title: 480 Ackerly Pond Lane Report date: L1lOS/23
Data filename: Page 1 of10
DRAWING LIST:
TAMARA G. HILME?'
ABBREVIATIONS
AR.C.HITEC.T g AA FOUNDATION PLAN
r+� h �I ARV.ABOVE DOL DOUBLE GEN.:GENERAL MANUF MANUFACTURER IRAD,RADIUS U.L.UNDERWRi`fERS LAB
A 2 FIRST FLOOR PLATY A/C AIR CONDITIONED ONG}
ACT ACOUSTICAL CEILING TILE DEPT.DEPARTMENT G.F.GROUND FACE MAS, MASONRY R.C.P.REFLECTED CEILING PLAN
A-3► SECOND FLOOR PLAN ;�CouS: A�DUSTIcaL
DEMO.DEMOLITION GL. GLASS,GLAZING MAX MAXIMUM REFR.REFRIGERATOR V.C.T.VINYL COMPOSITION TILE.
D.F.DRINKING FOUNTAIN GNb."GROUND MECH. MECtr'ANICAL REIN F.REINFORCED `VENT.VENTILATION
A.F.F. ABOVE FINISH FLOOR D.H.DOUBLE HUNG WINDOW GOVT.'GOVERNMENT MEMB. MEMBRANE REQ.REQUIRED � � V.I:F.VERIFY IN FIELD,
__ i`, b� <qt:. d - -5`Y` °: a'F` ''�•• .k4'.,a 't::jW<:i
A-4 ROOF PLAN
A.F.G_ABOVE FINISH GRADE ,
DIA,:DIAMETER
ALUM.ALUMINUM DIM,DIMENSION GYP:GYPSUM MTL.METAL RM.ROOM
MEZZ M AN NE R.O.ROUGH OPENING W.WEST
A-5 ELEVATIONS APT ALTERNATE DN.DOWN H.B.HOSEBIB MFR_MANUFACTURER RSSYP ROUGH SAWNSOUTHERNYE I_OW PINE W/WITH z
r. APPROX.APPROXIMATE
;.xt D.O.DOOR OPENING H.C.HANDICAPPED MIN.MINIMUM W.C.WATER CLOSET
ARCH.ARCHITECTURAL RR.DOOR HDR HEADER MiSC,MISCELLANEOUS S.SOUTH WD:WOOD
LAMINAtED
A-�i ELEVATIONS A�PH.AspI-►AL;: „
' — DWG. DRAWING HTIHEIGH HARDWOOD M VENEER LUMBER S.D.SMOKE DETECTORW.H. WATER HEATER
RY
AUTO.AUTOMATIC
M 4i A T CONSTRUCTION SECTION AVG.AVERAGE.
l HORIZ:HORIZONTAL. M.O.MASONRY OPENING S.F.SQUARE FOOT(FEET) WT,WEIGHT ,
AT E.EAST HR.HOUR MEP. MECHANICAL,ELECTRICAL SIM.SIMILAR W.W.M.WELDED WIRE MESH
. A-8 CONSTRUCTION NOTES &PLUMBING Birk i EA.EACH H YA.C.HEATING.VENTILATING& SPEC.SPECIFICATION
13D.BOARD EJ.EXPANSION JOINT AIR CONI)ITIOMNG
�rr 8Q.SQUARE YD.YARD
BLDG.BUILDING
t.; :a''<;•.. . x3 .:: H�iV.HOT WATER N. NORTH
BOT.BOTTOM_ EL.ELEVATION(GRADE) S.T.G.SOUND TRANSMISSION
N.I.C.NOT IN CONTRACT COEFFICIENT(CLASS)
BSMT I3�1SElVEE�IT STD. STANDARD
`ELEC. ELECTRICAL #NUMBER
i ELEV.ELEVATION N.T.S. NOT TO SCALE
CAB.CABINET STL_ STEEL
! C.D.CARBON MONOXIDE DETECTOR ENG:FJVGINEER IN. INCHES ED CONCT2ETE FORM STRUCT.STRUCTURAL
y f I <� a(a
EQ.EQUAL IN., INCHES O.C. ON CENTER
i�,f, CJ. CONTROL JOINT O/H OVERHEAD SUSP.SUSPENDED
EQPTQUIPMEM INCL INCLUDE(D}'(ING)
CLG.CEILING .
SYM. SYMMETRICAL
ETR EXISTING TO REMAIN INSUL INSULATE(ION)(ED) OPP.OPPOSfTE
C.L. CENTER LINE EXIST.EXISTING INT. INTERIOR ORIG.ORIGINAL
C.M.U.CONCRETE MASONRY UNIT TEL. TELEPHONE
EXP. OSB ORIENTED STRAND BOARD
TO THE BEST OF OUR KNOWLEDGE, INFORMATION AND BELIEF,THE COL COLUMN TEMP. TEMPERED
EXT.`EXTERIOR' JANAANITOR
` PLANS AND SPECIFICATIONS FOR THIS PROJECT ARE INCOMPLIANCE coNc. coNCRErE J-C.JANITORCLOSET P.C.F.POUNDS PER CUBIC FOOT TAG.TONGUE&GROOVE
CONST. CONSTRUCTION PERF.PERFORATED T.O.TOp OF
• WITH THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION coNT.CONTINUOUS ' FDN.FOUNDATION T.O.C.TOP OF CONCRETE
PIS/ W O0 D�t udio CPT. CARPET(ED) F.F.FINISHED FLOOR LAM:LAMINATE PLF POUNDS PER LINEAR FOOT
CODE AND THE BUILDING CODE OF NEW YORK STATE " FL.,rLP.FLOORING) LAV.LAVATORY PLYWD. PLYWOOD T.O.P.TOP OF WALL PLATE .
20 _forth 7thyt' Alle an ' 11` 14706 CS. CERA CASEMENT WINDOW TOIL TOIL Or C
/!VI Y FT..FOOT OR FEET LT.LIGHT PSF POUNDS PER SQUARE FOOT �CONCRETE
C.T. CERAMIGTILE, TOIL TOILET
M.FOOTING L.V.L.LAMINATED VENEER LUMBER PSI POUNDS PER SQUARE INCH
Y NO ALTERATIONPERMITTED HEREON EXCEPT AS PROVIDED UNDER CTR. CEN718? T.V. TELEVISION
SECTION 7209 SUBDIVISION 2 OF THE NYS EDUCATION LAW
G.W.COLD WATER' FRMG;FRAMING LVR..LOUVER TYP.TYPICAL
I "
PLUMBING FIXTURES (CONT.)C�EN E RAL NOTES 9. LAVATORIESA
SH LL COMPLY W/SECTION P2711 DRAINAGE FIXTURE UNIT D.F.U. VALUES FOR VARIOUS PLUMBING MAX.
1 PLUMBING FIXTURES, DRAINS, APPURTENANCS &APPLIANCES 10. WATER CLOSETS SHALL COMPLY W/SECTION P2712 FIXTURE UNITS ALLOWED TO
USED TO RECEIVE OR DISCHARGE LIQUID WASTES OR SEWAGE 11. BATHTUBS SHALL COMPLY W/SECTION P2713 FIXTURES BE CONNECTED TO BRANCHES AND STACKS
SMALL BE DIRECTLY CONNECTED TO THE BUILDING SANITARY 12 SINKS SHALL COMPLY W/SECTION P2714 DRAINAGE FIXTURE UNITS
DRAINAGE SYSTEM 13. LAUNDRY TUBS SHALL COMPLY W/SECTION P2715 DRAINAGE FIXTURE UNITS {D.F.U)VALUES (D.F.U)VALUES NOM. PIPE SIZE ANY HORIZONTAL ANY ONE VERTICAL
2. THE WATERPDISTRIBUTION SYSTEM SHALL BE CONNECTED T 14. FOOD-WASTE DISPOSER SHALL COMPLY W/SECTION P2716 FIXTURE BRANCH STACK OR DRAIN
BAR SINK 1 1/4" _
A PUBLIC WATER SUPPLY, OR AN INDIVUDUAL WATERS UPPLY. 15. DISHWASHERS SHALL COMPLY W/SECTION P2717 AND BE SUPLLIED IWTH AN AIR GAP BATHTUB 2 1/2" 3 4
3. SANITARY DRAINAGE PIPING SHALL BE CONNECTED TO A ORA BACKFLOW PREVENTER BIDET 1 2" 10
PUBLIC SWWER OR A PRIVATE SEWAGE DISPOSAL SYSTEM IN 16. THE DISCHARGE FROM A CLOTHES MACHING SHALL BE THROUGH AN AIR BREAK CLOTHES WASHER STANDPIPE 2 2-Y2" 12 20
COMPLIANCE WITH STATE OR LOCAL REQUIREMENTSDISHWASHER 2 3"
17. FLOOR DRAINS SHALL HAVE WASTE OUTLETS NOT LESS THAN 2" DIA. WITH A 20 48
4. INDIVIDUAL WATER SUPPLIES (PRIVATE WELLS) SHALL BE REMOVABLE STRAINER. FLOOR DRAIN 0 4° 160 240
KITCHEN SINK 2
INSTALLED BY A WELL DRILLER REGISTERED WITH THE D.E.C. 18. MACERATING TOILET SYSTEMS SHALL BE INSTALLED PER THE MANUF. INSTRUCTIONS LAVATORY
5. INDIVIDUAL SEWAGE TREATMENT SYSTEMS SHALL COFNROM LAUNDRY TUB 2
TO P2062.1.2 SHOWER STALL 2 MAX. FIXTURE UNITS ALLOWED TO
6. FINISHED FLOOS, WALLS, CEILINGS, TILE WORK RO ANY PART WATER HEATERS WATER CLOSET 1.6 GAL. PER FLUSH 3
OF THE BUILDING THAT MUST BE CHANGED OR REPLACED SHALLWATER CLOSET ( MORE THAN 1.6 GAL. PER FLUSH) 4 BE CONNECTED TO THE BUILDING DRAIN,1. HOT WATER SHALL BE SUPPLIED TO PLUMBING FIXTURES AND APPLIANCES INTENDED FULL BATH GROUP W/BATHTUB 1.6 GAL. PER FLUSH BUILDING DRAIN BRANCHES OR THE
BE LEFT IN A SAFE STRUCTURAL CONDITION TO BATHING WASHING OR CULINARY PURPOSES FULL BATH GROUP W/BATHTUB MORE THAN 1.6 GAL. PER FLUSH 6
7. WOOD-FRAMED STRUCRUAL MEMBERS THAT ARE DRILLED, HALF BATH GROUP W/ LAVATORY 1.6 GAL. PER FLUSH 4 BUILDING SEWER
2. DRAIN VALVES FOR EMPTYING SHALL BE INSTALLED AT THE BOTTOM OF EACH HALF BATH GROUP W/ LAVATORY GREATER THAN 1.6 GAL. PER FLUSH 5
NOTCHED OR ALTERED SHALL COMPLY W/R502.8, R602.6,R802.7, SINK TANK-TYPE WATER HEATER AND HOT WATER STORAGE TANK. KITCHEN GROUP DW,
R1502.7.1. HOLES SHALL COMPLY W/ R505.2.6, R603.2.6,R804.2.6, ( ) 2 PIPE DIA. SLOPE PER FOOT
&METALLIC PIPING SHALL NOT BE PLACE DIN DIRECT CONTACT 3. THE WATER TANK SHALL BE INSTALLED WITH A PAN IF IN A LOCATION WHERE WATER LAUNDRY GROUP CLOTHES WASHER STANDPIPE & LAUNDRY TUB Y8 INCH 4 INCH Y2 INCH
LEAKEAGE COULD CAUSE DAMAGE. MUTIPLE BATH GROUPS: 1- 2" - NOTE A NOTE A
W'/STEEL FRAMING MEMBERS, CONCRETE , MASONRY, OR WATER HEATERS HAVING AN INGITION SOURCE SHALL BE ELEVATED SUCH THAT THE 1.5 BATHS 7 2" - 21 27
CORROZIZVE SOIL. SOURCE OF IGNITION IS 18" OR GREATER ABOVE THE FLOOR 2 BATHS 8 2-Y2" - 24 31
9. PIPES PASSING THROUGH FOUNDATION WALLS SHALL BE 2.5 BATHS 9 3" 36 42 50
PROVIDED A RELIEVING ARCH OR PIPE SLEEVE. SANITARY
BATHS 4 180 250
10. SOIL OR WASTE PIPES SHALL NOT BE INSTALLED OUTSIDE OF SANITARY DRAINAGE 3.5 BATHS 11 NOTE A: Y2" PIPE SIZE LIMITED TO A BUILDING DRAIN BRANCH
A BUILDING, IN EXTERIOR WALLS, IN ATTICS, OR CRAWL SPACES SERVING NOT MORE THAN TWO WASTE FIXTURES, OR NOT MORE
1. PORTIONS OF ABOVE GRADE DWV SYSTEM SHALL NOT BE LOCATED OUTSIDE OF A THAN ONE WASTE FIXTURE IF SERVING A PUMPED DISCHARGE
11'. TRENCHING & BACKFILLING SHALL COMPLY W SECTION P2604 FIXTURE OR FOOD WASTE DISPOSER DISCHARGE
12. PIPING SUPPORT SHALL COMPLY W/SECTION P2605 &TABLE BUILDING, IN ATTICS, CRAWLS SPACES, CONCEALED IN OUTSIDE WALLS, OR ANY OTHER
P2605.1 PLACE SUBJECTED TO FREEZING TEMPERATURES UNLESS ADEQUATE PROVISION IS
13. PENETRATIONS SHALL COMPLY W/SECTION P2606 MADE TO PROTECT THEM FROM FREEZING BY INSULATION OR HEAT
13. PIPES PENETRATING ROOFS SHALL BE FLASHED ORAN 2. DRAIN, WASTE, AND VENT PIPING IN BUILDING SHALL BE AS INDICATED IN TABLES SIZE OF TRAPS FOR PLUMBING FIXTURES MAX. DISTANCE OF FIXTURE TRAP FROM VENT
APPROVED ELASTOMERIC MATERIAL SHALL BE INSTALLED PER P3002.1(1)AND P3002.1 (2)
3. JOINTS & CONNECTIONS IN THE DWV SYSTEM SHALL BE GASTIGHT AND WATERTIGHT DRAINAGE FIXTURE UNITS (D.F.U)VALUES DRAINAGE FIXTURE UNITS SIZE OF TRAP SLOPE DISTANCE FROM
P;Z607. PIPES PENETRATING EXTERIOR WALLS SHALL HAVE AN (D.F.U)VALUES
WATERPROOF SEAL APPLIED AT THE JOINT BETWEEN THE WALL FOR THE INTENDED USE OR PRESSURE REQUIRED BY TEST. TRAP
4. JOINTS BETWEEN ABS PLASTIC PIPE OR FITTING SHALL COMPLY W/ P3003.3 BATHTUB 1- 2" 1 Y4" Y4 5
AND PIPE OR A FLASHING OF APPROVED ELASTOMERIC BIDET 1/" 1%2" Y4 6
MATERIAL CLOTHES WASHER STANDPIPE 2 2" Y4
14. VALVES, PIPES, AND FITTING SHALL BE INSTALLED IN /ENT SYSTEMS DISHWASHER ON SEPARATE TRAP 1- 2" 3" Y
12
CORRECT RELATIONSHIP TO THE DIRECTION OF THE FLOW. FLOOR DRAIN 2
411 Y8
15. EACH LEGTH OF PIPE AND EACH PIPE FITTING, TRAP, FIXTURE 1. PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL KITCHEN SINK ONE OR TWO TRAPS 1/2"
LAUNDRY TUB 1-Y2"
MATERIAL, AND DEVICE SHALL BARE THE MANUF. ID AND ANY ALLOW THE ADMISSION OR EMISSIN OF AIR SO THA TTHE LIQUID SEAL OF ANY FIXTURE LAVATORY 1- "
MARKINGS REQUIRED BY THE APPLICABLE REFERNCED TRAP SHALL NOT BE SUBJECTED TO A PRESSURE DIFFERENTIAL OF MORE THAN 1" OF SHOWER
STANDARDS. WATER COLUMN FLOW RATE: COMMON VENT SIZES
16. MATERIALS USED SHALL BE INSTALLED WITH THE STANDARD 2. THE PLUMBING VENT SYSTEM SHALL NOT BE USED FOR PURPOSES OTHER THAN 5.7 GPM AND LESS 1-/2"
UNDER WHICH THEY ARE ACCEPTED AND APPROVED. VENTING OF THE PLUMBING SYSTEM MORE THAN 5.7 GPM UP TO 12.3 GPM 2 PIPE SIZE SLOPEMORE THAN 12.3 GPM UP TO 25.8 GPM 3
17'. PLASTIC PIPE, FITTINGS, AND COMPONENTS SHALL BE 3. VENT PIPES INSTALLED ON THE EXTERIOR OF THE STRUCTURE SHALL BE PROTECTED MORE THAN 25.8 GPM UP TO 55.6 GPM 4 1%2" 1
THIRD-PARTY CERTIFIED AS CONFORMING TO NSF14 AGAINST FREEZING BY INSULATION OR HEAT 2" 4
4. THE VENT SYSTEM SERVING EACH BUILDING DRAIN SHALL HAVE NOT LESS THAN ONE L 2-Y2" - 3"
VENT PIPE THAT EXTENDS TO THE OUTDOORS.
PLUMBING FIXTURES 5. THE RQUIRED VENT SHALL BE SIZED IN ACCORDANCE W/SECTION P3113.1 BASED ON
1 (PLUMBING FIXTURES, FAUCETS, & FITTINGS SHALL LHAVE THE REQUIRED SIZE OF THE BUILDING DRAIN ROOF 4-ROOF VENT
6. VENT PIPES TERINATING OUTDOORS SHALL BE EXTENDED THROUGH THE ROOF OR WET VENT SIZE
SMOOTH IMPERVIOUS SURFACES, BE FREE OF DEFECTS, AND SIDEWALL OF THE BUILDING IN ACCORDANCE W/SETION P3103.1.1 4 WET VENT PIPE SIZE FIXTURE UNIT LOAD
NOT HAVE CONCEALED FOULING SURFACES 7. VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3" IN DIA. (D.F.U).
2. PLUMBING FIXTURES SHALL BE PROVIDED W/APPROVED 8. THE JUNCTURE OF EACH VENT PIPE SHALL BE MADE WATERTIGHT BY AN APPROVED 1%2" 1
STRAINERS FLASHING 1112 11/4 A1114 11/4 11/4 11/4 11/2
2" 4
3. FIXTURE TAIL PIECES SHALL NOT BE LESS THAN 1-Y2" DIA FOR 9.INDIVIDUAL BRANCH AND CIRCUIT VENTS SHALL CONNECT TO A VENT STACK, STACK 2-Y2"
SINKS, DISHWASHERS, LAUNDRY TUBES, BATHRUBS, AND VENT OR EXTEND TO OPEN AIR 3"
12H
SIMILAR FIXTURES, AND NOT LESS THAN 1- " N.C." DIA FOR BIDETS, 10. THE REQUIRED DIA. OF VENTS SHALL NOT BE LESS THAN ONE-HALF THE REQUIRED SECOND FLOOR LLUBJ SH ER N.C. 4" 32
LAVS DIA. OF THE DRAIN SERVED. THE REQUIRED SIZE FO THE DRAIN SHALL BE DETERMINED IN
4. FIXTURE INSTALLATION SHALL CONFORM TO SECTION P27053 11/4 2 LI/2 2 1114 3
ACCORDANCE WITH CHAPTER 30. VENT PIPES SHALL NOT BE LESS THAN 1-Y4" IN DIAMETER C.O.
5. WASTE RECEPTOR SHALL COMPLY WITH SECTION P2706 VENTS EXCEEDING 40' IN DEVELOPED LENGTH SHALL BE INCREASED BY ONE NOMINAL a 4 �° WASTE STACK VENT SIZE
6. APPROVED DIRECTIONAL-TYPE BRANCH FITTING SHALL BE PIPE SIZE FOR THE ENTIRE LENGTH OF THE VENT PIPE.
INSTALLED IN FIXTURE TAILPIECES RECEIVING DISCHARGE FRO STACK SIZE MAX. NUMBER OF FIXTURE UNITS (D.F.U.)
TOTAL DISCHARGE INTO WASTE STACK VENT
FOOD-WASTE DISPOSER UNITS OR DISHWASHERS T� A P� ONE BRANCH INTERVAL SIZE
7. SHOWERS SHALL COMPLY W/SECTION P2708
RA 11/4 11/4 11/4 11/2 11/4 11/4 11/2 1 y2" 1 2
8. SHOWE RECEPTORS SHALL COMPLY W/SECTION P2709 1. TRAPS SHALL BE O FSTANDARD DESIGN, SHALL HAVE SMOOTH UNIFORM INTERNAL i 3"F.AU. 2 4
Dw SINK 2-/v2" NO LIMIT 8
WATERWAYS,SHALL BE SELF-CLEANING ADN SHALL NOT HAVE INTERIOR PARTITIONS FIRST FLOOR L 1 TUB sH ER w.c. w.c. NO LIMIT 24
EXCEPT WHERE INTEGRAL WITH THE FIXTURE. TRAPS SHALLHAVE A LIQUID SEAL OF NOT 411 NO LIMIT 50
LESS THAN 2" AND NOT MORE THAN 4" 2 2 11/4 3
2 11/4 63
C.O.
rr 4
\A D ARC 4"Cl GJ SEPTIC CYSTEM
PROVED
HOUSE
f
TRAP
j,� �P�< /C \ �� 1 1/4 1 1/4 1 1/2 3
I i 1 s SH R RINDE
BASEMENT PUMP
t-
y X311/4
6688- 0Q'
F OF NES
PLUMBING SCHEMATIC
NTS
It is a violation of NYS Law for any person,
unless he is acting under the direction of a 480 Ackerly Pond Lane PLUMBING ROTES
licensed professional engineer, to alter this 0
�'
drawing anyway ,/'outhhold, NY 11971 NTS November 3, 202
Ywa Y
B
A-5
(CO/YC.JLA
P) AP)OVE)
0'
46'
24'
9'-6"
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uA-
8' 8'
(CO/`C.JI-Ab ABOVE) co 24'
r -�
17' 12' 17'
46'
15" SQUARE CONG
PIER TO FROST
W/ 6X6DF#2
P.P.T. POST,
PROVIDE APPROVED
TIE DOWN ANCHOR A
� _5
OP
It is a violation of NYS Law for any person, TAMARA C. HILMEY
unless he is acting under the direction of a ARCHITECT . 480 Ackerl Pond Lane FOUNDATION PLAN
PLYWOOD studio A� l
I III 1 -00licensed professional engineer, to alter this 20 /North 7th-ft, Allegany, NY 14706 /outhhold, /YY 11971 1/4 = 1November 3, 22
0
drawing in anyway
7
B
A-5
WI/IPOW /NOT,f:
Provide Anderson 400,feries windows OF20'
for all windows indicated on the plans. Polack
exterior and interior finishes. f ubmit
specifications for client approval prior to
ordering.
CANTILEVER CO/YC. PATIO
PRE-ENGINEERED
I-JOISTS @ 16" O.C.,
01 {TYP.} 0'
40
.10
7'-6" 18' 13' 11'-6" 20'
i---T------- ---r--7 fi17L05fifl1---T---� _ T- -�-- - --- -�I)(8'ftXfP7-�'-XT8-FiXE� T---1-7-- ---r---,- 7W21D II4 - �--i---i---I TW20510
1 1@ 4 " A.F. . I I I I I P TIO 1 1 PATO I I 6I X 8'�+LIDEI i i i @ 42" A.F.F. @ 4.2' A.F F. @ 14 2" AFT. I 1 1 @48" A.F.F.
14' I I I I I I I I ;I I I I I I I I PRE-ENGINEERED I I I I I
I
6NO 1 O 1 o0
_____�______ ____�_;___
I III I I I I-JdISTSII@ 16„ O.0 19 I OIO I I I
1 12 1/2! 1 I C)51-61
P� PI
3680
1 112' I I I I in
LIVING I I ► I I I I ► I - 1 I I I I I I I 17'-7y2"
I I I I I I I I I I I 1 I I I I I I I I I I I I I c0 I I I I I I I
►`- I I , I I I I I I I I Y2 PATH
I I I I
KITCH"
I I I I I ;; I I I I I I I I I I I I I I I I I I I I � I o
I I I I I I 6 I I I I I I I I I I I I 1 I I I I I I I I I q I
I I I I I pl I I CI1 Iii 1 �9 I I I I I I I I I I I I I I I I I I I I I
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POCKET
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1 I I I I I I I 1 I I FIRE WALL-
I ATTACH /z�� MIN. D
I I I I I I I I I I l i i I I I I I I I I I I I I I I I I I I I I I I 1
I I I I I I I I I Iii I I I I I I I I I I I I I I I I I I
I I I I I I I
F1 '11 GYP BOARD
40 0
LO 1 1 PER . 8 � No A-6
I I
I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I
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EI I I I I I 1 1 =
C I I I I 1 I I I I I I I I I I I I I I
IjOCK�T 1 1 I 51 " X 111-718'1 1 1 1 I 1 1 1 LO
I I I IP OCIT 1 I I I I I I I I I I I I I I I I I
A-6 N 1 10310 1 1 1 1 1 1 1 1 I 5680 1 1 1 1 1 1 i2 X 41BEARING 1 VALLi I i VERSA-�AM �.1 E 31100 OF 1 i i 1 i GARAGE
I I I I I I I I I I I I I I I I I I
I@ " A.FA I I I I I I I I I I I I I I I I I I I I (orIEQ.) 1W/SgPPOff I I I I 1 1
I I I I I IPJEDRIOOMYUITE.11 I I I I I I I I I I I I 1 I I POSTS I I I 1 I I I 1 1 3680
-- I----�— —I---- --- ----�--- --- ---L---I--
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20 MIN. FIRE-RATED 14 T 11 280ER -LA2.1 EI 31001 DF I I VERSA-LAM 2
.1 E 3100 DFDOOR W/ SELF-CLOSING
r EQ" ') W/ UPPYRT (or EQ.)
--� -�- I I I I I 1 I I I I I I 11 DEVICE
I I I I IOST I I I I I I I I I I 61
I I I I I I I I I 11
5680 16' x 8' O.D.
I I I E0 I I I I I I I I 1 I I I 1 I I G I I I I I I I I I I I I 11
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-----------------------------------------------------------------------
----
I I I I I I I I I I I IUP I I I I I I I I I 1 I I I I I I 1 1
I I I I I I I I I I I I 1 I I I I I I I I I I I I 1 I I I I I I 13'-10" /1 10'-211
I I0510 I I I I I I I I I I I I I I FOYER I I I I I I I I I I I I
1 21 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I U')@ A.F•
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I I I I ,. I I d I �� I I I I I I I ► I I I I I I ,� I I I ,I I I I
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A-7
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01
8'-411 14'-&' 1 I 141-811 8'-411
--- -----------------------------rt---
_ 1 COVEREID PORCH I
V____ IDGE
--2X 10 PPT DF p2 2X6PPT DF#2
1 BEAM 1 ROOF RAFTER
--------------- ---------�--
2 - 2X8 PPT DF#2
@ 24" O.C.,
BEAM I 1 I W/APPROVED STRAPPING
------------- ------------ AT RIDGE & SUPPORT
7 1 BEAM
A-
17' 12' 17' 24'
2 - 2X 10PPTDF#2
6X6DF#2 4 X 4 DF#2 BEAM
P.P.T. POST P.P.T. POST
W/APPROVED
STRAPPING TO
FOUNDATION PIER ��-5
AND ROOF
D
\"y4eMiM/"�
It is a violation of NYS Law for any person, TAMARA C. HILME.Y
unless he is acting under the direction of a ARCHITECT 480 Ackerly Pond Lane FIRST FLOOR PLAN
licensed professional engineer, to alter this PLYWOOD studio „ _ „
r win in an way 24 /North 7th,ft, Allegany, NY 14706 .fouthhold, NY 11971 1/4 1 November 3, 0
202
drawing y y
B
A-5
46'
7'-6" 20' 13'-6" 5'
400,
TW210410 TW210410 5' o 0 0 o TW210410 TW210410 0
@ 30" A.F.F. @ 30" A.F.F. o o @ 30" A.F.F. @ 30" A.F.F. ;; @ F.F.
13'-7" 6' 3080 CL ;; 6'-01
_ „
in in
bATF13 MUROOM 3IT
'-6„
5'
LO 3280 3280 3280 --
2.
POCKET POCKET POCKET 1
1 -10Y1 6 I; 2411
MPROOM 4 bATH 2
4'
zo
CL 3080
URN o o D
, o
A-6
. 3680
----\"—'— 3680
C � 6080 REACH
3280 N
N
cm
N NPOCKETCL OPEN RAIL 3680N 8' 3680
()t)4 4-o DN
TW21041 for sleep(
@ 30" Arl. 9 15EPROOMJUITE 2
DW ------
OFFICE �C'' 6080
TW21041 FRMCH 10-4"
@ 30" A.F. . in
14'-7° CL in LAUAPRY TW210410
iO 13' @ 30" AFT
in
TW210410 TW210410 A21 A21 A21 TW210410 TW210410
@ 30" A.F.F. @ 30" A.F.F. @ 0" A.F.F. @ 60" A.F.F. @ 60" A.F.F. @ 30" A.F.F. @ 30" A.F.F.
B
A-
51-411 6' 8'-5' 3'-3" 3'-3" '-5" 6' 5'-4"
4 '
ZA
. A-7
A
�-5
V(15D
L.
f �
3668
fop KI .:: ..
It is a violation of NYS Law for any person, TAMARA C. HILMEY
unless he is acting under the direction of a ARCHITECT 480 Ackerly Pond Lane SECOND FLOOR PLAN as
licensed professional engineer, to alter this PLYWOOD studio „ _ 1-011
drawing in anyway 20 North 7th,/'t, Allegany, NY 14706 ,/�outhhold, /�Y 11971 1/4 1November 3, 202
Y Y
rB
Nj -5
--------------------------------------------------------------------------------------------------------
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N.
8:12 8:12 A
A-7
A
A-5
' ° A
tom.
It is a violation of NYS Law for any person, TAMARA G. HILMEY
unless he is actin under the direction of a
ARCHITECT 480 Ackerl Pond Lane ROOF PLAN
9 Y ® .
licensed professional engineer, to alter this PLYWOOD studio fouthhold, NY 11971 1/4V1 = 1'-0" November 3, 202
drawing in anyway 20 North 7thft, Allegany, /V14706
ARCFITLCTURAL A-fPFALT
f FINGLL ROOT
(TYP.)
SECOND FLOOR T.O.C. 191-01,
® ® ® f FALLOW
a, L PERGOLA
T[M6LR GAI)LL
SECOND FLOOR LEVEL 101-01, DETAIL
FIRST FLOOR T.O.C. 9'-0"
MARDII30AR1),/I)66G -(FALLOW
CT'P-) PLRGOLA
FIRST FLOOR LEVEL WRAPPLD COLUM
01-01,
FRONT ELEV�,T10/N
Li H LL I- H
A
�UUU
11111 111 111111 IIIIH 111 11 1111 H 111111 11111 11111 IH 1 111111111 111 1 111111
H fLUi I LLI
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`* L..QAC
ZZ14 e
V✓/^Y a�. w. .... •.'f .y3�y...
y REAR ELEVATI0/1
N
B
It is a violation of NYS Law for any person, TAMARA G. HILMEY
unless he is actin under the direction of a �►RGI�[TEGT 480 Ackerly Pond Lane FRONT & REAR ELEVATION
g ..
licensed professional engineer, to alter this PLYWOOD studio fouthhold, /NY 11971 3/16" = 1'-0" November 3, 202
drawing in any way 20 /North 7thft, Allegany, /NY 14706
12
� 8
SECOND FLOOR T.O.C. 191-019
SECOND FLOOR LEVEL
3QqFIRST FLOOR T.O.C. 91-01,
FIRST FLOOR LEVEL
0'-0"
C
12
—1 8
191-01, SECOND FLOOR T.O.C.
m 12
� 8
10'-0" SECOND FLOOR LEVEL
t-
91-011 FIRST FLOOR T.O.C.
✓ .. FIRST FLOOR LEVEL
6
OP N ..
It is a violation of NYS Law for any person, TAMARA C. bILMEY
unless he is actin under the direction of a ARCHITECT 480 Ackerly Pond Lane SIDE ELEVATIONS
g studio licensed professional engineer, to alter this PLYWOOD fouthhold, NY 11971 3/1611 = 1 1-011November 3, 202c) A�6
drawing in anyway 20 /forth 7thft, Allegany, NY 14706
APPROVED RIDGE STRAP
ACROSS ALL RAFTERS
ARCHITECTURAL ASPHALT
SHINGLE ROOF
15 MIL MIN. 12
TITANIUM UNDERLAYMENT Q
ICE&WATER SHIELD, 8
24" MIN. FROM EXTERIOR
HOUSE FACE
EXTERIOR
GRADE PLYWOOD
CLOSED CELL 2 X F#2 RIDGE
SPRAY FOAM INSULATION BOARD
R-49 MIN.
RIGID INSULATION
10�DF 02 RAFTER
@ 16"O.C., TYP. 2 X 6 DF#2 COLLAR TIES APPROVED RIDGE STRAP
@ 16"O.C.,TYP. ACROSS ALL RAFTERS
ARCHITECTURAL ASPHALT
1'TYP. SHINGLE ROOF
2 X 10 DF#2 CEILING JOISTS
APPROVED HURRICANE @ 16"O.C., TYP. 15 MIL MIN. 12
TIE VAPOR BARRIER TITANIUM UNDERLAYMENT
Y2" GYP BOARDH
ICE&WATER SHIELD,
24" MIN. FROM EXTERIOR
HOUSE FACE
EXTERIOR
GRADE PLYWOOD
12 DF#2 RIDGE
BOARD
APPROVED STRAPPING PLYWOOD SUBFLOOR
@ 48"O.C.
PRE-ENGINEERED I-JOISTS
@16"O.C.OR EQ. APPROVED HURRICANE 2 X 10 RAFTER 2 X 6 DF#2 COLLAR TIES
TIE @ 16"O.C., TYP. @ 16"O.C., TYP.
HARDIBOARD SIDING,
INSTALL PER MANUF.
I
1'TYP.
CLOSED CELL
SPRAY FOAM INSULATION, 2 X 10 DF#2 CEILING JOISTS
R-20 MIN. yZ' GYPSUM BOARD
@ 16"O.C.,TYP.
WATER RESISTANT HARDIBOARD SIDING,
INSTALL PER MANUF.
BARRIER
2 x 6 STUDS @ 16"O.C.
APA RATED EXTERIOR
GRADE PLYWOOD WATER RESISTANT
BARRIER
2 x 6 STUDS @ 16"O.C.
WRAP&NAIL STRAP
AROUND SILL PLATE
APPROVED STRAPPING PLYWOOD SUBFLOOR AT ANCHOR BOLT
@ 48"O.C. APPROVED STRAPPING
APPROVED RIM PRE-ENGINEERED I-JOISTS @ 48"O.C.
JOIST @16"O.C.OR EQ. ISOLATION JOINT
2 x 8 PRESSURE 2 x 8 PRESSURE
TREATED SILL PLATE WRAP&NAIL STRAP TREATED SILL PLATE 5" MIN. REINFORCED
AROUND SILL PLATE FOUNDATION CONCRETE SLAB
FOUNDATION AT ANCHOR BOLT DRIP SCREED
DRIP SCREED
%"DIA.ANCHOR BOLT 6 FT O.C.,
%Z' DIA.ANCHOR BOLT 6 FT O.C., EXTEND 7" MIN INTO CONC.
r � ..
GRADE EXTEND 7" MIN. INTO CONC. '•�•''•�`;= Y2" GYPSUM BOARD • —
GRADE
REINFORCED o
8" POURED REINFORCED ;,; . °
8" POURED CONCRETE
CONC. FOUND.WALL o 0 o
(PER R404) FOUNDATION WALL o VAPOR BARRIER
'
CONTINUOUS (PER R404) a
0 0 o Z CONTINUOUS 6" MIN.CRUSHED
WATERPROOF
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368
It is a violation of NYS Law for any person, TAMARA C. HILMEY
unless he is actin under the direction of a ARCHITECT 480 Ackerl Pond Lane CONSTRUCTION SECTIONS
9 Y .�,
licensed professional engineer, to alter this PLYWOOD studio fouthhold, NY 11971 3/8" = 1'-0" November 3, 202
drawing in any way 20 /North 7th,ft, Allegany, NY 14706
ADDITIONAL NOTES LIGHT AND VENTILATION REQUIREMENTS (R303) SMOKE ALARMS (R314) FOUNDATIONS AND CONCRETE DESIGN (R401-R) WALL COVERINGS POWER AND LIGHTING DISTRIBUTION
1.Building complies with NYS State Energy Code. AREA Total SIF REVD SF DESIGN SF REO'D SF DESIGN SF 1.Smoke alarms shall comply with NFPA 72. 1.Design Loads 1. Interior coverings shall be installed with Table R702.1 1 Table R702.1 2 1.Electrical contractor shall provide electrical diagrams or dw s and install owner
LIGHT 6% UGHr VENT11ATION 4% VENTILATION g ( )� ( )� P 9 9
2.Plumbing Contractor shall provide plumbing diagrams or drawings. LMIncyDHing4Cltchan 585 47 175 23 88 2.Smoke alarms shall be located: a.Wind Speed 130 MPH Table R702.1(3),and Table R702.3.5. supplied electrical fixtures.Contractor to coordinate w/owner. Electrical
3.Electrical Contractor shall provide plumbing diagrams or drawings. Bedroom Sulta1 196 16 66 6 33 a. in each sleeping room b. Floor, residential living areas=40 PSF LL+20 PSF DL 2.Screws attaching gypsum board and gypsum panel products to wood subcontractor shall review&confirm with owner location of equipment,outlets,
4. HVAC contractor shall provide diagrams and drawings for radiant heat Bedroom sude2 170 14 45 7 22 b.outside each separate sleeping area in the immediate c.Floor, residential sleeping areas=30 PSF LL+20 PSF DL framing shall be Type W or Type S and shalt penetrate the wood 5/8"min. switches, light fixtures and other devices prior to installation.
y Bedroom 3 146 12 3o 6 15 vicinity of the bedrooms per R702.3.5.1. 2.Receptacles shall be installed so that no point measured horizontally along the
and ventilations stems. ty d.Snow loads=40 PSF
Bedroom 4 155 12 45 6 n story g, g e.Actual weight transferred through foundation wall and footing does not exceed 3.Backer boards for wall tile in tub and shower areas shall conform to floor line in an walls ace is more than 6 feet from a receptacle outlet.
5.Any additional foundation beams and supports shall be engineered c.on each additional sto of the dwelling, including basements g g g y P p
b are registered professional. Office 146 11 60 6 30 and habitable attics 2200 PSF assumingone load-bearing Interior wall and un-braced floor'oist spans Y 9 P Bath 1 92 3 24 1.5 1z 9 1 P Table R702.4.2. 3.Small appliance receptacles shall be installed in accordance with section
6.Any additional support beams or columns shall be engineered by a Bath z 68 3 s 15 4 d.3'min.horizontally from the door of a bathroom with atub or not exceeding 15 feet. 4.Class I or II vapor retarders are required on the interior side of frame walls E3901.3 of residential code.
registered professional. Bath 3 69 3 0 15 o shower 2. Minimum Compressive Strength of Concrete at 28 days: per R702.7. 4.Countertop receptacles shall be installed in accordance with section E3901.4
7.Provide outside combustion air for fireplaces,wood stove, Bath 4 45 3 6 1 5 0 3.Alarm devices shall be interconnected that the actuation a. Basement walls footings, =3000 PSI
P ,and piers 9 P� 5.Exterior Covering (R703) of residential code.
112 Bath 26 3 e 1 s 4 of one alarm will activate all the alarms in the dwelling unit R314.4.
and liquid fuel heating appliances. 9 per b. Basement slab=3000 PSI a. Exterior walls shall provide the building with aweather-resistant exterior 5.Appliance receptacle outlets installed for specific appliances,such as laundry
1.Dwellings shall be provided with a whole house mechanical ventilation Wireless alarms may be used where all alarms sound upon activation
• 8. Fireplace inserts shall be UL approved with documentation. Y c.Garage floor slab and exterior Conc.to be air entrained Conc.=3500 PSI wall envelope. equipment,shall be installed within 6 FT.of the intended location of the appliance
Chimneys for use with factory-built fireplaces shall comply with the system in accordance with Section M1507.3 when air infiltration rate is of one alarm. 3.Confirm foundation construction is capable of accommodating all loads per R301 b.The exterior wall envelope shall be designed and constructed to prevent the per E3901.5.
requirements of UL 12 5 air changes per hour or less(R303.4). 4. Heat detectors shall be installed in attached garages supplied with and of transmitting all loads to supporting stable, naturally deposited soil or clean, accumulation of water within the wall assembly by providing a water-resistant 6.At least one wall receptacle outlet shall be installed in bathrooms and such
2.Mechanical and gravity outdoor intake openings shall be located not 5.Combination smoke and carbon monoxide alarms can be used. thoroughly compacted granular fill material,such as number 2 crusher run stone, barrier behind the exterior veneer as required by R703.2 and a means of draining outlet shall be located within 36"of the outside edge of each lavatory basin.The
less than 10'from hazardous or noxious contaminates per R303.5. 6.Smoke alarms shall receive their primary power from the building that extends to virgin soil. to the exterior water that enters the assembly. receptacle shall be located on a wall that is adjacent to the lavatory basin location,
Dwelling unit toilet rooms, bathrooms and kitchen exhaust is not wiring and where primary power is interrupted,shall receive power 4. For slabs below grade,a 4"min. base course of clean graded sand,gravel, c.Wall coverings, backing materials and their attachments shall be capable or located on a countertop,or installed on the side or face of the basin cabinet per
considered hazardous or noxious. from a battery. Wiring shall be permanent. crushed stone,or crushed concrete shall be placed on the prepared subgrade resisting wind loads in accordance with Tables R301.2(2)and R301.2(3). E3901.6. Receptacle outlets shall not be installed in a face-up position in the work
3. Interior stairways shall be provided with an artificial light source to per 506.2. d.An approved water-resistive barrier shall be applied over studs or sheathing surfaces or countertops in a bathroom basin location,orless than 12"below the
illuminate landings and treads per R303.7. CARBON MONOXIDE ALARMS R315 5.A 6-mil vapor retarder shall be placed between the concrete floor slab and the of all exterior walls per R703.2. countertop.
GENERAL DEMOLITION NOTES 4.Exterior stairways shall be provided with an artificial light source
base course for habitable and heated spaces per R506.2.3. e.Nominal thickness and attachment of exterior wall coverings shall be in 7.At least one receptacle outlet, in addition to those provided for specific equipment,
1.Before proceeding with demolition,provide temporary services/systems, located at the top landing of the stairway per R303.8. 1.Carbon monoxide alarms shall be provided where a dwelling unit 6. Minimum load bearing value of 2,000 PSF is used forfoundation design. accordance with Table R703.3(1). Cladding attachment overfoam sheathing shall be installed in each separate finished portion of a basement and attached
including mechanical,electrical and plumbing Items,that bypass area of contains a fuel-fired appliance or an attached garage with an opening Bedrock,sandy gravel,gravel,sand,silty sand clayey sand,silty gravel andcomply with R703.15-R703.17. garage or accessory building and in each detachedgagarage that is provided with
selective demolition and that maintain continuity of services/systems to ROOM AREAS AND CEILING HEIGHTS (R305) to the dwelling unit per R315.2.1. clayey gavel may assumed to have this minimum bearing capacity of 2,000 PSF. f.Wood,hardboard and wood structural panel siding shall be installed according electrical power per E3901.9.
other arts of the building. 2.Carbon monoxide alarms shall be installed outside each separate
P 9• 7.General contractor shall report to architect type of soil encountered in the field. to R703.5 and Table R703.3(1). 8. Hallways of 10 feet or more in length shall have at least one receptacle outlet.
AREA MnSr Min.Room Dlmenslon Min Ceiling Height sleeping area in the immediate vicinity of the bedrooms.Where a fuel
2. Locate, identity,shut off,disconnect,and cap off utility services and P� 9 tY Notify architect of unsuitable conditions before starting construction. g.Fiber cement siding shall be installed according to R703.10 and Table R703.3(1). The hall length shall be considered the length measured along the centerline of the
mechanical/electrical systems serving areas to be selectively demolished. Habitable Rooms(exc.wicnens) 70 7' T burning appliance is located within a bedroom or its attached bathroom, 8.Concrete or masonry foundation wall shall extend 6"min.above finished grade. h.Vinyl siding shall be installed in accordance with the manufacturer's instructions hall without passing through a doorway per E3901.10.
3.Provide temporary barricades and other protection required to prevent Hallways a carbon monoxide alarm shall be installed within the bedroom.
. p ry pP ys-Habitable n/a n/a T 9.Drainage(R-405): and per R703.11. 9.A 125-volt,single phase, 15-or 20-ampere-rated receptacle outlet shall be
injury to people and damage to adjacent buildings and facilities to remain. Hallways-non habitable n/a rva s'-B° 3.A carbon monoxide alarm shall be provided on each story containing a.Surface drainage shall be diverted to a storm sewer conveyance or other i.Vinyl siding and insulated vinyl siding used with foam plastic sheathing shall be installed at an accessible location for the servicing of heating,air-conditioning
4.Provide and maintain shoring,bracing,and structural supports as required easements-Hautable n1a n/a 7 a sleeping area,within 15'of the sleeping area. More than one alarm approved point of collection per R401.3. Lots shall be graded to drains surface installed in accordance with Section R703.11.2.1,R703.11.2.2 or R703.11.2.3. and refrigeration equipment.The receptacle shall be located on the same level
to reserve stability and prevent movement,settlement,or collapse of shall be provided where necessary to assure that no sleeping area on
P tY P P Basanents-rrotnabitable nra rYa s'-s° water away from foundation walls.Grade should fall a minimum of 6"within the 6.Flashing (R703.4) and within 25 feet of the heating,air-conditioning and refrigeration equipment.
construction and finishes to remain or construction being demolished. Basement girders,aucts n/a Iva s,4„ such story is more than 15'away from a carbon monoxide alarm per first 10 feet. a.Approved corrosion-resistant flashing shall be applied shingle fashion in a manner The receptacle outlet shall not be connected to the load side of the HVAC equipment
5.Provide temporary weather protection to prevent water leakage and R9.5.2.3.1.1.1.
P rY P P 9 Bathrooms,Taiet,Laundry Rooms n/a rva s'-e° b.4"perforated the shall be placed around the perimeter of the building as shown to prevent entry of water into the wall cavity or penetration of waterto the building disconnecting means per E3901.11.
damage to structure and interior areas. 4.A carbon monoxide alarm shall be provided on every story that 10.All 125 volt,single phase, 15-or 20-ampere receptacles installed in bathrooms
g for drainage and directed to a low point of the site with daylight orapproved structural framing components and shall extend to the surface of the exterior wall finish. g P p P
. 6.Protect walls,ceilings,floors and other existing finish work that are to remain. 5. Toilets shall be installed a min.of 15"from the center of the fixture contains a carbon monoxide source.
9 � 9 drainage system. b. Flashing shall be installed at the following locations: shall have ground-fault circuit-interrupter protection for personnel per E3902.1.
Neat) cut openings and holes plumb,square,and true to dimensions required. to the wall, per R 307.1. Vanities,showers,and tubs shall comply with 5.Combination smoke and carbon monoxide alarms can be used. p p P openings, g P P P garages
YP � q q c.Exposed portion of basement or crawl space walls shall have foundation for i.exterior window and door o enin s, 11.All 125-volt,single phase, 15-or 20-ampere receptacles installed in ata es
Use cuffingmethods least like to damage construction to remain or clearances in figure R307.1. 6.Carbon monoxide alarms shall receive their primary power from the
IY 9 adjoining walls that extend 42"MIN.below grade(frost wall). ii. intersection of chimneys or other masonry construction and grade-level portions of unfinished accessory buildings used for storage or
- construction. 6.Each pane of glazing installed in hazardous areas per R308.4 shall be building wiring and where primary power is interrupted,shall receive d.Frost-protected footings shall have R-5.6 vertical insulation and frost wall iii. under and at the ends of masonry,wood or metal copings and sills work areas shall have ground-fault circuit-interrupter protection for personnel
7.Architectural,mechanical,electrical,plumbing&structural items in EXIST. manufacturer's designation,label,or other evidence approved by the power from a battery. Wiring shall be permanent. shall be vertically insulated with R-10 min. insulation to a depth of 24"per iv.continuously above all projecting wood trim per E3902.2.
buildingshall be maintained in EXIST.condition unless noted otherwise. building official per R308. 12.All 125 volt,single phase, 15-or 2-ampere receptacles installed outdoors
Table R403(1). v,where exterior porches,decks or stairs attach to a wall or floor assembly of g p P p
Items that are damaged during construction work shall be fixed&returned 7.Garage floor surfaces shall be a noncombustible material and sloped PROTECTION OF WOOD AGAINST DECAY (R317) 10.Waterproofing and Damproofing(R406) wood-frame construction shall have circuit-interrupter p rotection for per E3902.3.
to 1
original condition. to a drain or main vehicle doorway per R309. .
9� 1.Protection of wood and wood based products from decay shall be provided in a.Foundation walls that retain earth and enclose habitable or usable spaces vi.at wall and roof intersections 13.Where a crawl space is at or below garage level,all 125-volt,single phase,
8.Carports shall be open on two sides minimum and floor surfaces shall the followinglocations b the use of natural durable wood or wood that is locate below rade shall be dam roofed from the higher of the to of the vii. at built-in utters 15-or 20-ampere receptacles installed in such laces shall have round-fault
. be a noncombustible material and sloped to a drain or main vehicle entry Y y g P p g P 9 p p 3 g
BUILDING PLANNING preservative treated per R317.1: footing or 6"below the top of the basement floorto the finished grade. 7. Provide two coats satin acrylic paint over one coat primer at all interior gypsum circuit-interrupter protection for personnel per E3902.4.
doorway per R309.2. 14.All 125-volt,single phase, 15-or 20-ampere receptacles V. a.wood joists closer than 18"to exposed ground in crawl spaces orwithin the b. In areas where a high water table or other sever soil-water conditions are wallboard(at walls and ceilings)and woodwork/hardboard unless noted otherwise. g p p p cies installed in
1.Buildings and structures constructed in whole or part in flood hazard areas 9.Buildings shall be provided with approved address identification that is periphery of the building foundation. known to exist,exterior foundation walls that retain earth and enclose interior Use moisture resistant paint at bathroom walls and ceilings. Use one of the following unfinished basements shall have ground-fault circuit-interrupter protection for
shall comply with R322. visible from the street fronting the property per R319.1. b.wood girders closer than 12"to the exposed round in crawls aces or within spaces and floors below rade shall be waterproofed from the higher of the manufacturer's:Benjamin Moore&CO. Pratt&Lambert,Glidden Sherwin Williams personnel.For purposes of this section,unfinished basements are defined as
9� P 9 P 9 P 9 J p rp
2.For 2"x 6"wood wall framing,story height shall not exceed 11'-7"and a I 10. Flood resistant construction shall be in compliance with R322. the periphery of the building foundation. top of the footing or 6"below the top of the basement floor to the finished grade. or approved equal. portions or areas of the basement not intended as habitable rooms and limited
aterally unsupported stud height of 10'per R 301.3 and table R602.3(5). 11.Clear height above and below mezzanine floor construction shall be 7'. c.wood members resting on concrete or masonry exterior walls less than 8" 11.Columns(R407) to storage areas,work areas,and the like per E3902.5.
3.Live loads shall be as provided in Table R301.5. 12.The aggregate area of a mezzanine(s)shall not be greater than from the exposed ground. a.All surfaces inside and outside of steel columns shall be given a shop coat 15.All 125-volt,single phase, 15-or 20-ampere receptacles that serve countertop
4. Fire resistant construction shall complywith R302. 1/3 of the floor area of the room or space in which they are located. p ry p ROOF-CEILING CONSTRUCTION 9 P P P
d.sills and sleepers on a concrete or mason slab that is in direct contact of rush-inhibitive dint. surfaces shall have round-fault circuit-interrupter protection for personnel per
. . 5.Openings from a private garage direct) Into a room for sleeping purposes 13. Means of egress for mezzanines shal comply with R311.
P 9 9 Y P 9 P rp with the ground(ext.unless separated from such slab by an impervious b.All columns shall be restrained against lateral displacement at the bottom end. E3902.6.
is not permitted per R302.5.1. 14.Swimming pools and spas shall comply with the International 1. In areas where expansive or collapsible soils are known to exist,all dwellings shall
moisture barter) Wood columns shall be nominal 4 min.and steel columns shall be 3' did.min. 16.All 125-volt,single phase, 15-or 20-ampere receptacles that are located
6.Openings between a private garage and residence shall be equipped with Swimming Pool and Spa Code. Permanenty installed spas and have a controlled method of water disposal from roofs that will collect and discharge
e.ends of wood girders entering exterior masonry or concrete walls having schedule 40 pipe perASTM A53 Grade B. within 6'of the top inside edge of a sink shall have ground-fault circuit-interupter
1-3/8"min.thickness solid wood doors, 1-3/8"min.thickness solid or hot tubs shall be designed an constructed in conformance with ANSI/NSPI-4 roof drainage to the ground surface not less than 5'from foundation walls
clearances of less than 1/5"on tops,sides,and ends. 12.Provide expansion joints in concrete slabs,including basements,driveways protection for personnel per E3902.7.Receptacle outlets shall not be installed
honeycomb-core steel doors,or 20 minute fire-rated doors equipped with a 2.All overhangs are V-0" measured from exterior side of exterior finish,unless noted
Yf.wood siding,sheathing and wall framing on the exterior of a building having and patios,at no greater than 16'in one direction and 40'in the other direction. in a face-up position in the work surfaces or countertops in the work surfaces
EMERGENCY ESCAPE AND RESCUE OPENINGS R310 3.Engineered wood roof trusses shall be designed and prepared b are registered design
self-closing device or automatic closer per R302.5.1. less than 6"clearance from the ground or less than 2"vertically from concrete 13. Under Floor Space(R408) g g p p y gor countertops.
7.Ducts penetrating walls or ceilings between the dwelling and garage shall 1.Basements,habitable attics,and every sleeping room shall have one operable steps,porch slabs,and patio slabs. a.Crawl space areas shall have ventilation openings through foundation or professional,submitted to the building official and approved prior to installation per R802.10. 17.All 125-volt,single phase, 15-or 20-ampere receptacles that are located
be constructed of min.No.26 gage sheet steel and shall not have openings emergency escape and rescue opening. g.wood structural members supporting floors or roofs that are exposed to the exterior walls. Min. net area of openings shall be 1 SF min.for each 150 SF 4.Trusses shall be braced to prevent rotation and provide lateral stability per R802.10.3. within 6'of the outside edge of a bathtub or shower stall shall have ground-fault
into the garage per R302.5.2. 2.Basements containing sleeping rooms shall have one emergency and escape weather exc.unless separated from such slab b an impervious moisture barrier of under-floors ace area. Ground surfaces covered b a Class I vapor retarder 5.Truss members and components shall not be altered in any way without the approval circuit-interrupter protection for personnel per E3902.8.
( P Y P ) P Y P P P P
8.Garage shall be separated as required by Table R302.6,gypsum board opening for each sleeping room. shall have a min. net area of o of a registered design professional per R802.10.4.
p g P� 9 h.wood furring strips or other wood framing members attached directly to the openings of 1 SF min.for each 1500 SF of 18.All 125-volt,single phase, 15-or 20-ampere receptacles installed in laundry
attachment shall comply with Table R702.3.5. 3.Emergency escape and rescue openings shall have a clear net opening of interior of exterior masonry walls or concrete walls below grade(except when under-floor space area. 6.Allowable ceiling joist spans shall be in accordance with Tables R802.4(1)and R802.4(2). rooms shall have ground-fault circuit-interupter protection for personnel per
9.Walls separating dwellings and attics from the garage shall be covered by 5.7 SF 5 SF for rade floor openings),clear net height of 24"min,clear net 7.Allowable rafter spans shall be in accordance with Tables R802.5.1(1)-R802.5.1(8).
( 99 an approved vapor retarder is applied between the wall and furring strips or b.One ventilation opening shall be within 3'of each comer of the building. E3902.9.
%"min gypsum board or equivalent applied to the garage side. width of 20",and max.44"sill height. framing members) c.Ventilation openings shall be covered per R408.2. 8. Provide 2 x 4 collar ties at 48"O.C.Locate at midpoint between ridge and eave. 19.Ground-fault circuit-interrupter protections shall be provided for outlets that
10. Habitable rooms above the garage shall be separated by 5/8"min.Type X 4.Sill heights below rade shall have a window well of not less than 9 SF of 9. Use 2 x 12 at all roof ridge beams and hip beams unless noted otherwise.
. 9 9 2.Field-cut ends,notches and drilled holes of PT wood shall be treated in the d.Ventilation openings are not required where: supply dishwashers in dwelling unit locations per E3902.10.
sum board ore equivalent. 10. Purlins are continuous horizontal structural members located direct under the rafters
9YP q horizontal area,horizontal projection and width of 36",and proper drainage. field per AWPA M4. i. exposed earth is covered by a continuous Class 1 vapor retarder �' 20.All branch circuits that supple 125-volt,single phase, 15-or 20-ampere outlets
11.Structures supporting floor/ceiling assemblies used for separation shall be Window wells with a vertical depth greater than 44"shall be equipped with a 3.All wood in contact with the ground,embedded in concrete shall be approved ii.continuously operated mechanical exhaust ventilation system installed and to support rafters and reduce the un-braced span. Installation is permitted as shown in in dwelling unit kitchens,family rooms,dining rooms, living rooms, parlors,
covered by not less than%"gypsum board or equivalent. ladder or steps. Figure R802.5.1.
P PPT wood per R317.1.2. perimeter walls insulated libraries,dens,bedrooms,sunrooms,recreation rooms,closets, hallways,laundry
12.Garages located less than 3 feet from the dwelling unit shall have'/"min. 5.Emergency escape and rescue openings can be located under decks 11. Brace ridges, hips,valleys and purlins to beam or bearing wall w/(2)2 x 4 at 64"O.C.
r9 cY P4.Approved PPT wood shall be used for portions of members that the iii.conditioned air supply system is installed and perimeter walls insulated - areas and similar rooms or areas shall be protected by an arc-fault circuit-interrupter
gypsum board or equivalent applied to the interior side of exteriorwall that are provided the opening is fully operable and a 36"min.height path is provided structural supports of buildings,balconies,and porches when those members are e. 18"x 24"min.access floor opening or 16"x24"min.perimeter wall opening 12. The ends of each rafter or ceiling joist shall have not less than 1-1/2"of bearing on listed to provide protection of the entire branch per E3902.16.
within this area. to a court or yard. wood or metal and not less than 3"on masonry or concrete per R802.6.
Y exposed to the weather per R 317.1.3. is required for all under floor spaces. 21.At least one wall switch-controlled lighting outlet shall be installed in every
13.Fireblocking shall be provided to cut off both vertical and horizontal concealed 6.Replacements windows are exempt from height requirements er R310.2.5. 13.Cutting,drilling,and notching of structural roof members shall comply with section
P P 9P 5.Wood columns shall be approved PPT per R317.1.4. 14. Exterior insulation applied to basement walls,craw space walls,and the habitable room and bathroom per E3903.2.
draft openings and to form an effective fire barrier between stories and between 7.Doors used as an emergency escape and rescue opening shall be R802.74 and R502.8.1.
r9 Y P P 9 6.Wood members required to be PPT shall bear a quality mark of an approved perimeter of slab on grade floors shall have protective covering and extend 6" 22.At least one wall switch-controlled lighting outlet shall be installed in hallways,
the top story and roof space per R 302.11 and R302.11.1. side-hinged or a slider and comply w/section R310.3.1 14. Framing of openings shall be in accordance with section R802.9.
9 P Y inspection agency per R317.2. below grade per N1101.11.1 (R303.2.1). stairways,attached garages,and detached garages with electric power.At least
14.Fireblocking shall be provided: 15Roof assemblies shall have uplift resistance in accordance with sections R802.1111
. . .
7.Fasteners shall be of hot-dipped,zinc-coated galvanized steel,stainless steel, one wall switch-controlled lighting outlet shall be installed to provide Illumination
a. concealed spaces in stud walls and partitions-vertical at the ceiling and and R802.11.1.2.
P P y g silicon bronze or copper per R317.3. on the exterior side of each outdoor egress door having grade level access,including
floor levels,horizontal at intervals not exceeding 10' 16. Roof sheathing shall conform to section R803.
N g MEANS OF EGRESS (R311) HEADERS AND BEAMS outdoor egress doors for attached garages and detached garages with electric power.
b.concealed horizontal and vertical spaces such as soffits,and drop ceilings 17. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly A vehicle door in a garage shall not be considered as an outdoor egress door.
c. openings around vents,pipes ducts,cables and wires at ceiling and floor level, 1.Each dwelling shall have a means of egress with a continuous and unobstructed GENERAL FRAMING NOTES 1.Sawn lumber shall be identified by a grade mark of an accredited lumber to the underside of roof rafters shall have cross ventilation for each separate space by
path of vertical and horizontal egress travel from all portions of the dwelling to the grading or inspection agency and have design values certified b an 23.Where one or more lighting outlets are installed for interior stairways,there shall
with an approved material to resist the free passage of flame and products of P 9 P g 1. Interior walls have 2 x 4 studs @ 16"O.C.,exterior walls have 2 x 6 studs @ g 9 P 9 ey 9 Y ventilating openings protected against the entrance of rain or snow. Openings shall comply be a wall switch at each floor level and landing level that includes an entryway to
combustion required egress door without requiring travel though a garage. 16"O.C.,unless noted otherwise. accreditation body that complies w/DOC PS 20. with section R806. control the lighting outlets where the stairway between floor levels has six or more
d. concealed spaces between stair stringers at the to and bottom of the run 2.Each dwelling shall have one minimum egress door that opens directly to a yard 2.Lumbers species is Hem Fir#2 for common rafters joists and beams under 2.Girder and Header spans for exterior bearing walls shall be specified per 18. Unvented attics and unvented enclosed roof framing assemblies shall be permitted
P 9 P P �j risers per E3903.3.
or court. The door shall be side-hinged with a 32"min clear width and 78"min. Table R602.7(1). per R806.5. 24. In attics, under-floor spaces, utility rooms and basements,at least one lighting
e. chimneys and fireplaces(per R1003.19). 9 20 in length.
clear height. 3.Girder and Header spans for interior bearing walls shall be specified per 19.A minimum 20"x30"attic access opening shall be located in a hallway or other readily 15. Draftstopping shall be installed per R302.12. g 3.Lumber species is Douglas Fir-larch for common rafters,joists and beams p g Y Y outlet shall be installed where these spaces are used for storage or contain
16. Floor assemblies shall be provided with a%" sum wallboard membrane 3.Landings shall be located on each side of the egress doorwith 36"min.clear 20'or rester in length. Table R602.7(2). accessible location per R807.1.
P 9YP � 9 9 equipment requiring servicing.Such lighting outlet shall be controlled by a wall
5/8"wood structural panel membrane,or equivalent on the underside of the floor inches measured in the direction of travel. The slope at exterior landings 4. Modulus of elasticity for microfam laminated veneer lumber is 1.9 x 1 0,000000. 4. Maximum spans for wood structural panel box headers shall be specified 20.Where roof pitch is less than 3:12,structural members that support rafters shall be
switch or shall have an integral switch.At least one point of control shall be at
framing member per R302.13. shall be%":12"max. 5.All concentrated loads shall be transferred to foundation via beams,posts, per Table R602.7(3). designed as beams. the usual point of entry to these spaces.The lighting outlet shall be provided at
4.Landings and finished floors shall be 1-1/2"max. below the top of the threshold. and/or solid blocking. 5.Headers shall be supported on each end with one of more jack studs or 21.Buildings with combustible ceiling or roof construction shall have an attic access
or near the equipment requiring servicing per E3903.4.
5.Egress from habitable levels including habitable attics and basements not 6.Dimensions for interior walls are to face of stud. with approved framing anchors per Table R602.7(1)or R602.7(2). opening per R807. 25.One 120-volt"20 ampere circuit shall be installed to supply receptacle
SOIL NOTES provided with an egress door shall be by a ramp(R311.2)or stairway(R311.7). 7. Dimensions for outside face of exterior walls are to PLYWD. 6.The minimum number of full height studs at each end of a header shall be
1.Contractor to provide soil test to verify existing conditions. 8.Engineered wood floor trusses shall be designed and prepared by a registered
per Table R602.7.5. outlets in attached and detached garages with electric power per E3703.5.
2. New fill to be clean of organic material. design professional,submitted to the building official and approved riorto 7.Studs shall be continuous from support at the sole plate to a support at the WIRING METHODS
r9 9 P 9 PP P ROOF ASSEMBLIES
STAIRWAYS AND HANDRAILS (R311.5-R311.8.3.3) top plate to resist loads perpendicular to the walls.
3. Add additional new fill as needed. installation per R502.11.
4. All new fill shall comply with ASTM D 698&ASTM D 1557. 1. Exterior landings,decks, balconies,and stairs shall be positively anchored to the 9.Truss members and components shall not be altered in anyway without the 8.Joists shall be supported laterally at the ends by full depth solid blocking 1.Roof decks shall be covered with approved roof coverings secured to the 1.All wiring shall comply with section E3801.
5. All new fill shall be compacted and tested b a professional a ence. per R502.7. building or structure per Chapter 9 in accordance with approved manufacturer 2.Cables shall be protected b guard strips when run across the to of floor
p y p g primary structure or shall be designed to be self-supporting per R311.5.1. approval of a registered design professional per R502.11.3. P Y 9 P P
9.Joists exceeding 2 x 12 shall be supported laterally by solid blocking,diagonal instructions. joists in accessible attics and roofs aces per E3802.2.1.
6. Do not backfill until first floor dec construction,including subfloor is complete. 2.Hallway width shall be 36"min. � 10.Notches in floorjoists, rafters,and beams shall not exceed 1/6 of the depth 1 P P
bridging ,or a continuous 1x3 strip per R502.7.1. 2.Flashings shall be installed at wall and roof intersections,changes in roof 3.Cables shall be supported and secured b staples,ties,straps,3.Stairway width shall be 36"min.,with a clear width of 31-1/2 min.with one of the member at the bearing end,shall not be longerthan 1/3 of the depth of the pp y p p ,or hangers
10.All steel beams to bear 3 1/2"on beam pockets in CONC.walls. slope or direction,around roof openings,where the eave of a sloped roof so as not to damage the cable per E3802.6.
- - handrail and 27"min.with two handrails. Handrails shall project 4-1/2"max.on member,and shall not be located in the middle one-third of the span per R502.8. 11.The ends of each joist, beam or girder shall have 1-112"min.bearing on intersects a vertical sidewall. g
either side of the stairway. 11.Notches at the ends of the member shall not exceed /of the depth of the member. 1 g g 4. Insulated conductors and cables installed in raceways in wet locations above
wood or metal and not less than 3"on masonry or concrete per R502.6 or be 3. Metal flashings shall be corrosion resistant per R903.2.1 rade shall be listed per E3802.8.
4. Headroom shall be 6'-8"min.. 12.Any stud in an exteriorwall or bearing partition may be cut or notched to a depth 9
5.Vertical rise for a flight of stairs is 147"max.between floor levels or landinGs. not exceeding 25%of its width(40%for non bearing partitions). supported by approved joist hangers. 4. Roof materials shall be of materials that are compatible with each other
6.Riser height is 8-1/4"max.and the greatest riser height within any flight of stairs 13.Tension side of member 4"or greater nominal thickness shall not be notched 12.Laminated Veneer Lumber(LVL)may be substituted on an equivalent and with the building or structure to which the materials are applied. WIND FRAMING NOTES
shall not exceed the smallest by more than 3/8". except at the ends of the member. basis for specified steel beams. LVL manufacturer shall provide LVL design, 5.Undedayment shall comply with section R905.1.1.
7.Tread depth is 9"min.and the greatest tread depth within any flight of stairs 14.Cuts,notches and holes bored in trusses,structural ramposite lumber,structural engineering and plans. 6. Ice barrier shall be applied per R905.1.2. For low slope to 8:12 slope roofs, 1.A continuos load path shall be provided to transmit uplift forces
shall not exceed the smallest by more than 3/8". glue-laminated members,cross-faminated timber members or I joists are prohibited the ice barrier shall extend from the lowest edge of the roof surface to a point not per R802.11.1 and Table R 802.11.
8.Open risers provide that openings located more than 30"to the floor or grade except where permitted by the manufacturer or registered design professional per ENERGY EFFICIENCY less than 24"inside the exterior wall line of the building. For 8:12 or greater slope 2.Straps,connectors and hardware shall be specified by a licensed PE or submitted
R502.8.2. roofs,the ice barrier be applied not for approval prior to installation by the local jurisdiction.
do not permit the passage of a 4"dia sphere. 1. Insulation applied to the exterior of basement walls,crawl space walls and less than 36"measured along the roof slope from the eave edge of the building. 3. Provide approved straps and connections at ridge to rafter assembly,rafter to
9.Landings shall be located the top and bottom of the stairway with 36"min. 15. Drilling and notching studs and top plate shall comply with . perimeter of slab-on-grade floors shall have a rigid,opaque and weather-resistant 7.Asphalt shingles shall be used for roof slopes 4:12 or greater. Double wall assembly,wall to wall assembly,wall assembly to foundation,all header and
clear inches measured in the direction of travel. 16.Studs shall be a minimum No.3 standard or stud grade lumbeerr((R60R602.2) protective coveringto cover the exposed exterior insulation and shall extend 6"min. undeda ment shall be used for 4:12 slope girder connections(includingwindows and doors column to foundation and
10. Handrails shall be provided on one side min.of each continuous ran of treads 17.Stud size,height and spacing shall be in accordance with Table R602.3. p Y P g )'
below grade per N1101.11.1. 8. Metal roof panels shall comply with Section R905.10, minimum slopes shall column to roof connections. Add additional connections as required.
or flight with more than four risers. 18.Wood stud walls shall be capped with a double top plate installed to provide 2•The building thermal envelope shall meet the requirements of the Table N1102.1.2 comply with R905.10.2. 4.Asphalt shingles shall be designed for wind speeds in accordance w/R 905.2.4.
11.Handrail height shall be 34"min.-38"max.and have a space of not less ovedapping at comers and intersections with bearing partitions per R602.3.2. based on the climate zone 6.
9. Rooftop-mounted Photovoltaic Systems shall be installed according to section and table R 905.2.4.1.
than 1-1/2"between the wall and handrails. 19. Lumber sheathing shall conform to R503.1 and wood structural panel 3.Eave baffles shall be installed adjacent to soffit and eave vents for air-permeable R907,R324,and NFPA 70. 5. Underiayment attachment shall be per R 905.1.1(3)and fastened per R 905.2.6.
12.Handrails shall be continuous for the full length of the flight per R311.7.8.2., sheathing to R503.2. insulations in vented attics per N1102.2.3.
20.Joists under parallel bearing partitions shall be 2 2 x 10 unless noted otherwise P 10.Rooftop-mounted Photovoltaic Panel Systems shall be installed according to
and handrail ends directly above top and bottom risers shall be returned to the P g P ( ) 4.Access doors from conditioned spaces to unconditioned spaces shall be weather section R909,R324,and NFPA 70 and the roof upon which these systems are PROTECTION OF OPENINGS FROM
• wall or terminate in newel posts. on plan. If(2)2 x 10 need to be separated for piping etc.they shall be full depth solid
stripped and insulated per N1102.2.4. installed shall be designed and constructed to support the loads imposed by such
13. Handrails adjacent to a wall shall have a space of not less than 1 1/2" blocked with 2"nominal min. lumber,spaced not more than 4 FT.on center per R502.4. WIND-BORNE DEBRIS
5.Floor framing-cavity insulation shall be installed to maintain permanent contact systems in accordance with Chapter 8.
between the wall and handrail. 21.The ends of each joist, beam or girder shall have not less than 1.5"of bearing with the underside of the subfloor decking per N1102.2.8. 1. Exterior glazing shall be comply per R 301.2.1.2
14.Handrail cross section widths and shapes shall comply with R311.7.8.3. on wood or metal and not less than 3"on masonry or concrete. 6.Conditioned basement walls shall be insulated from the top of the basement wall 2.Wood structural panels may be permitted and must comply with
a.Handrails with a circular cross section shall have an outside diameter of at 22.Comply with table R602.3(1),fastener schedule for structural members.Where down to 10'below grade or to the basement floor,whichever is less per N1102.2.9. Table R 301.2(2)or Table R301.2.1.2.
D > least 1 1/4"and not greater than 2". post and beam or girder construction is used to support floorfaming,positive
. 1�;V. 7.Slab on grade floors less than 12"below grade shall be insulated per Table N1102.1.2. 3. Install permanant corrosion resistant anchors on the building.
.... : .
.C_ b.Handrails that are not circular shall have a perimeter dimension of at least 4" connections shall be provided to ensure against uplift and lateral displacement per g Crawl space walls may be insulated per N1102.1.11 and R402.2.11 when the 4. Provide corresponding corrosion resistant attachment hardware and panels
_ ' ; I� and not greaterthan 61/4" with a maximum cross section dimension of 21/4". R502.9. crawl space is not vented to the outside. cut to size and ready to use.
I `
, . . �; 15.Alternating tread devices and ships ladders shall not be used as a means 23.Floor openings shall comply with R502.10.
9.Air leakage testing-the dwelling unit shall be tested and verified as having an air
''s° of egress. 24.Components of exterior walls shall be fastened in accordance with
leakage rate not exceeding three air changes per hour,testing shall be conducted
X, 16. Ramps serving egress doors shall have a 1:12 max.slope. All other ramps Tables R602.3(1)-R602.3(4). by an approved third party per N1102.4.1.2.
shall have a max.slope of 1:8 per R311.8.1. 25.Wall to foundation or floor connection shall comply w/Tabfe R603.3.1.
1 . 10.Air barrier and Insulation Installation shall be per Table N1102.4.1.1.
17. Guards shall be located along open-sided walking surfaces 30"min.from 26.Wall sheathing shall be fastened directly to framing members. 11.Ducts shall be pressure tested at determine air leakage per methods in N1103.3.3.
floor or grade level per R312.1.1. Guards shall be 36"min.height at open-sided 27.Buildings shall be braced in accordance with section R602.10 or R602.12 12. Not less than 90%of lamps in permanently installed lighting fixtures shall be
walking surfaces(stairs, porches,balconies, landings)and 34"min.-38"max. 28.All interior openings are 6'-10"high unless noted otherwise. high-efficacy lamps per Nl 104.1.
``�,+ ~� ` '*==--�" along stairs per RR312.1.2. 29.Pressure treated sill plates at garage and other locations where sill plate is
(} 681B,- ... 9 P 13.A permanent certificate with R-values listed shall be posted per N1101.14(R401.3)
- 18.Guard openings shall not allow the passage of a 4"dia.sphere per R312.1.3. within 8"of grade.
19.Window fall protection shall be provided where the to of the sill of an operable 30.Engineered I-Joist floors stems shall be designed and prepared b are registered 14.eave baffles shall be installed per N1102.2.3 when required.
OP N' P P P P g y 9 p P Y g 15.Whole house mechanical ventilation systems shall meet the efficacy requirements
window opening is located less than 24"above finished floor and greaterthan design professional,submitted to the building official and approved priorto installation. of Table N1103.6.1.
. 72"above finished grade per R312.2. 31.All exterior deck framing shall comply with R507.
32.All items are new unless noted otherwise.
It is a violation of NYS Law for any person, TAMARA G. HILMF.Y
unless he is actin under the direction of a
ARCHITECT 480 Acker) Pone) Lane BUILDING NOTESNC
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licensed professional engineer, to alter this PLYWOOD studio ,J'outhhold, NY 11971 NTS May 11 , 2012
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