HomeMy WebLinkAbout50363-Z ��o�OS�FFUI�cOGy.� Town of Southold 9/8/2024
0
.� P.O.Box 1179
v' z- 53095 Main Rd
WOy�j�l Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45523 Date: 9/8/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1480 Harbor Ln, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 103.-1-22
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/28/2023 pursuant to which Building Permit No. 50363 dated 2/22/2024
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
additions and alterations, including front entry,rear deck, finished basement and"as built"alterations of existing
attached garage to living space,to existing single family dwelling as applied for.
The certificate is issued to Budischak,John&Lisa
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 50363 7/24/2024
PLUMBERS CERTIFICATION DATED 8/12/2024 Cutchog East Plumbingf Heating
A or d
Mignature
1
o TOWN OF SOUTHOLD
�SUFFn�xeoG
y� BUILDING DEPARTMENT
x TOWN CLERK'S OFFICE
y • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THEl PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 50363 Date: 2/22/2024
Permission is hereby granted to:
Dobek, Antone •
1480 Harbor Ln
Cutchogue, NY 11935
To: Legalize "as built" interior alterations to an existing single family dwelling as well as
construct a new deck, a porch addition and a finished basement as applied for.
At premises located at:
1480 Harbor Ln, Cutchogue
SCTM #473889
Sec/Block/Lot# 103.-1-22
Pursuant to application dated 12/28/2023 and approved by the Building Inspector.
To expire on 8/23/2025.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $2,050.00
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $669.00
CO-RESIDENTIAL $100.00
Total: $2,819.00
Building Inspector
OF SOUT�o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
sean:devlinl'a)town.southold.ny.us
Southold,NY 11971-0959
4UNT`I,
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Antone Dobek
Address: 1480 Harbor Ln city:Cutchogue st: NY zip: 11935
Building Permit#: 50363 Section: 103 Block: 1 Lot: 22
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: PKJ Electric License No: 60122ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 54 Ceiling Fixtures 3 Bath Exhaust Fan 3
Service 3 ph Hot Water 30A GFCI Recpt 11 Wall Fixtures 10 Smoke Detectors 4
Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 63 CO Detectors
Sub Panel A/C Blower' 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3
Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors
Disconnect 2 Switches 36 4'LED Exit Fixtures 11 Sump Pump
Other Equipment: Fridge, DW, Oven, Hood, Micro, W/D, 200A Panel 40 Circuit/26 Used
Notes: One Story w/ Finished Basement
Inspector Signature: ' Date: July 24, 2024
S.Devlin-Cert Electrical Compliance Form
��SUFFO(�c0
Town Hall Annex ��� �y��ti Telephone(631) 765-1802
54375 Main Road
P. O. Box 1179 Go Z ,
Southold, NY 11971-0959
C C E 8 E
BUILDING DEPARTMENT A.UG 12 2024
TOWN OF SOUTHOLD
Building Department
Town of Southold
CERTIFICATION
Date: S
Building Permit No. � 3 "' S
Owner: fr`Q���S c, [ . j t-( go
(Please print)
Plumber: �� C� C9� S►�6��� - �
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1% lead.
(Plumbers Signature)
Sworn to before me this J
day of A kA Q u 20 2 q
S. :h "j C—)"P k
Notary Public, S�-F'F'p� County
r
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YCap(
NO.01 DW6308900
OtIALIFIED IN SUFFOLK COUN'�!'
COM ASSION EXPIRES JUNE 30,poo2(p
OF SOUlyo6
TOWN OF SOUTHOLD BUILDING DEPT.
courm, 631.765-1802
> o, �
INSPEC ION
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION/CAULKING
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIO TI [ ] PRE C/O [ ] RENTAL
REMARKS S >/ �
c
4
DATE INSPECTOR
OF SOUIyO� ov,-`�
-OWN OF SOUTHOLD BUILDING DEPT.
o I �� 631-765-1802
. .. ' INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
oi l"ry
DATE ® INSPECTOR
OF SOUTyOlo
* TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] R GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: a4 g::�_ �A--
YU-,'
o"1 Ate- _
1 9-ess
DATE INSPECTOR
OF SOt/1�06
# TOWN OF SOUTHOLD BUILDING DEPT.
�ycou 631-765-1802
INSPECTION
soW7
[ ] FOUNDATION 1ST [ ] OUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ RENTAL
REMARKS: " wv,4, -,19caigt"v.
re���U 46--v
fir! _ �i 44S� — Z �,O(Ans
fit. Uuv�� wt
DATE INSPECTOR
OF SOUjyOlo s`.)-:2 '�J
# # TOWN OANOUTHOLD BUILDING D PT.
couNr+��' 631-765-1802
INSPECTION ' .
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
f ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O [ ] . RENTAL
REMARKS: C>/\
DATEl2q' INSPECTOR - `
OF SOUTho6
# # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATION/CAULKING
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ' ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] ' PRE C/O [. ] RENTAL
REMARKS_ : f040L
o ✓zvof
r
DATE - INSPECTOR
1480 Harbor Lane
Cutchogue, NY 11935
Builder: Peconic Builders
Model: Custom Community: Spot Built
THIS HOME IS CERTIFIED TO MEET THE NEWYORK2020
ENERGY 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 CFM @ 25Pa(0.18 100 ftz)
Foundation Walls R-13 Total Duct Leakage 50 CFM e.25Pa (Post-Construction)
Framed Floor N/A Heating Air Source Heat Pump•Electric•7.9 HSPF2
Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Source Heat Pump•Electric• 15.4 SEER2
Infiltration 810 CFM50(2.20 ACH50) Water Heating Residential Water Heater•Electric•3.75 Energy
Factor
Window U-Value:0,29,SHGC:0.28
As a 3rd pasty extension of the code jurisdiction utilizing these reports.I certify that this energy code compliance document has beer,created it accordance with the requi•ements of Chapter 4 of the
adopted international Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design descrioed 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:hat the mandatory provislons of the IECC
have been installed to meet or exceed the intent of the IECC or Mil be verifies as such by another party.
Name: Michael Catalano Signature: 1�r<l aP��tt(a�llnc�
Organization: Green Guru LLC Digitally signed: 8/23/24 at 6:48 AM
Ekotrope RATER-Version 4.1.1.3465
New Y'OM ECCC 2020 CertiFcate corroliance results calcuiatec using Ekot,ope RATER energy and code corpliance algorithm,including appropriate ar-er .,e1
EL;ar:pe F?TER s a RESNET Accredited•+EcS Fatir^_Too! I •es.'ts?•e t)?s-_• r,r.'!a:? b:F-c -
Ekotrope discic.
Energy Code Inspection Checklist
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC 2024-08-20
Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Community:Spot Built Builder (Confirmed)
Peconic Builders
0210214.365.1480HarborLa tie 11935
0210214.365 D.1480HarborLane11935
General Building Information
Conditioned Area(sq ft) 2,764
Conditioned Volume(cubic ft) 22,112
Insulated Shell Area(sq ft) 5,587
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
Name:Basement Slab(1,072 s.f.,134 ft.exterior perimeter)
R-0 perimeter insulation,R-0 under slab insulation.
Framed Floor
None Present
Foundation Wall
Name:FDW-Main(Exterior Perimeter[ft]:134,Height Above Grade[ft):1,Depth Below Grade[ft;:7)
R-13 continuous insulation,R-0 cavity insulation
Insulation Grade:I
Fully insulated(top to bottom)
Above Grade Wall
t A Name:AGW 1 st Floor(1,432 s.f.)
R-0 continuous insulation,R-27 cavity insulation
Insulation Grade:I
Rim Joist
-1 Name:Rim Joist 0 79 s.f.)
R:30.00
1
Ceiling /Roof
1480 Harbor Lane
Cutchogue, NY 11935
Builder: Peconic Builders
Model: Custom Community: Spot Built
THIS HOME IS CERTIFIEDTO MEET THE
2018 INTERNATIONAL • • 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 CFM @ 25Pa(0.18 i 100 ftz)
Foundation Walls R-13 Total Duct Leakage 50 CFM a,25Pa(Post-Construction)
Framed Floor N;A Heating Air Source Heat Pump•Electric•7.9 HSPF2
Slab R-0.0 Perimeter, R-0.0 Under Cooling Air Source Heat Pump•Electric• 15.4 SEER2
Infiltration 810 CFM50(2.20 ACH50) Water Heating Residential Vlater Heater•Electric•3.75 Energy
Factor
Window U-Value:0,29,SHGC:0.28
As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created it,,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 descrioed herein is consistent with the building plans.specifications,
and other calculations submi"eo with the permit application.If rating is Confirmed,I certify that the address referenced aoove 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 verified as such by anothe,party.
Name: Michael Catalano Signature: IVCAri<,(C(da(e"1 c
Organization: Green Guru LLC Digitally signed: 8/23 24 at 6:48 AM
Ekotrope RATER-Version 4.1.1.3465
2-3'81ECC compliance results calculated usirg EKotrope RATER s energy and code compliance algorithm.
Ekotrr_.c:e F-TEF -a RESNET Acc•eoI'ed yERS Rating Tool.All results are based r,r^at?entered h,.E?otro^e ;se•s
Ekotrope c "liability for the information sh ;.2.
New York ECCC 2020 Performance Compliance
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC 2024-08-20
Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Community:Spot Built Builder (Confirmed)
Peconic Builders
0210214.365.1480HarborLane 11935
0210214.365D.1480HarborLanel 1935
Annual Energy Cost
Design New York ECCC 2020 Performance As Designed
Heating $861 $788
Cooling 5121 5115
�%/ater Heating $144 $143
Mechanical Ventilation S36 $31
SubTotal-Used to determine compliance $1,162 $1,078
Lights&Appliances r,r/out Ventilation $1,043 S1,043
Onsite generation SO $0
Total $2,205 $2,121
R405.3 Source Energy Exception:The proposed home uses 5.15 MBtu LESS source energy than the reference home.
Requirements
O
R405.3 Performance-based compliance passes by 7.2° The proposed house meets the New York ECCC 2020 Performance reference energy bill
requirement by 584.21(5.15 fdBtu).
® R402.4.1.2 Air Leakage Testing Air sealing is 2.20 ACH at 50 Pa.it must not exceed 3.00 ACH at 50 Pa.
® R402.5 Area weighted average fenestration SHGC Area-weighted average fenesbation SHGC is 0.28.The maximum allowed value is[No
Limit;.
® R402.5 A-ea-weighted average fenest ation U-Factor
OR404.1 Lighting Equipment At least 90.0-1a of fixtures shall be high-efficacy lamps,currently 100.03c are high-efficacy.
® R403.6.1 Mechanical Ventilation Efficacy
® R403.3.3 Duct Testing
® Mandatory Checklist Mandatory code requirements that are not checked
New York 2020 Mandatory Requirements must be checked as complete.
by Ekotrope must be met.
® R403.6 Mechanical Ventilation Rate
® R405.2 Duct Insulation Alf ducts outside the thermal envelope must be insulated to at least R6.0.
Design exceeds requirements for New York ECCC 2020 Performance compliance by 7.2%.
As a 3rd party extension of the codeju,isdiction utilizing these reports.I certify that this ene-gy code compliance document has been created in accordance vAth the requirements of Chapter a of
the adopted Intemational Energy Conse,vation Code based on SUFFOLK County.if rating is Projected,I certify that the building design described herein is consistent% ith the building plans,
specifications.and other calculations submitted viah the permit application,if rating is Confirmed,I certify that the address referenced above has been inspected tested anc that the mandatory
provisions of the IECC have been installed to meet or exceed the intern of the IECC or--ill be verified as such t>y another parry.
Name: Michael Catalano Signature:
Organization: Green Guru LLC Digitally signed: 8i23'24 at 6:48 AM
Ekotrope RATER-Version 4.1.1.3465
Ne-o York ECCC 2020 Performance compliance results calcmateo using EKotrope RATER s energy ano 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.
Ekotrooe disclaims all liability for the information shovm on this report.
Energy Code Inspection Checklist
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC 2024-08-20
Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Community:Spot Built Builder (Confirmed)
Peconic Builders
0210214.365.1480HarborLane11935
0210214.365D.1480HarborLane11935
Name:Ceiling Vaulted(1,832 s.f.)
R-0 continuous insulation,R-38 cavity insulation
Insulation Grade:I
Opaque Door
l Name:Front Door(17.3 s.f.)
R:2.10
--r Name:Sliding Door 1 (9 s.f.)
R:2.10
Name:Sliding Door 2(9 s.f.)
R:2.10
Glazing
1__i Name:1 (9.3 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH—WEST
Name:2(9.3 s.f.), U:0.290, SHGC:0.28, Orientation:NORTHWEST
Name:3 Door(2.2 s.f), U:0.290, SHGC:0.28, Orientation:NORTHWEST
Name:4(9.3 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH—WEST
Name:5(10.8 s.f.), U:0.290, SHGC:0.28, Orientation:NORTHWEST
Name:6(9.3 s.f.), U:0.290, SHGC:0.28, Orientation:NORTHWEST
Name:7(9.3 s.f.), U:0.290, SHGC:0.28, Orientation:NORTHWEST
Name:8(9.3 s.f), U:0.290, SHGC:0.28, Orientation:NORTH—WEST
2
Name:61 (3.2 s.f.), U:0.290, SHGC 0.28, Orientation:NORTH—WEST
Energy Code Inspection Checklist
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC 2024-08-20
Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Community:Spot Built Builder (Confirmed)
Peconic Builders
0210214.365.14801-larborLane11935
0210214.365 D.1480Ha rborLane 11935
C W; Name:B2(10 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH-WEST
Name:9(8.9 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH-EAST
Name: 10 Sliding Door(30 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH-EAST
L1 Name:11 Sliding Door (30 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH-EAST
-? Name: 12(6.4 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH-EAST
1 i Name: 13 (8.9 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH-EAST
i---t
Name: 14(8.9 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH-EAST
t. Name: 15(8.9 s.f.), U:0.290, SHGC 0.28, Orientation:NORTH-EAST
Name: 16 1110.2 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH_I;VEST
Name:B3(3.2 s.f.), U:0.290, SHGC 0.28, Orientation:SOUTH-WEST
Name:B4(3.2 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTHWEST
Skylight
None Present
Mechanical Ventilation
1 Mechanical ventilation system rated for,and capable of,providing continuous ventilation.
System shall include automatic timing controls.
System type:Exhaust Only,15 hrs/day,32 Watts
Mechanical Equipment 3
Water Heating•Electric• 10000 Hot Water Load a 3.75 Energy Factor
Energy Code Inspection Checklist
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC 2024-08-20
Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Community:Spot Built Builder (Confirmed)
Peconic Builders
0210214.365.1480HarborLane 11935
0210214.365D.1480HarborLane11935
t— Heat Pump Lower•Electric• 1000o Heating Load ra 7.9 HSPF2,10040 Cooling Load @ 15.4 SEER2
Air Leakage Control
1 t Test Status:Blower-door tested
House is air-sealed as to achieve 810 CFM50(2.20 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 ACH50.
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.
Duct Leakage
Duct System 1
All ducts and equipment within conditioned space
Leakage to Outside specified as:5 CFM Ca,25Pa(0.18/100 ftZ)
Total Leakage specified as:50 CFM µ.25Pa(Post-Construction)
4
Energy Code Inspection Checklist
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC 2024-08-20
Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Community:Spot Built Builder (Confirmed)
Peconic Builders
0210214.365.1480HarborLane 11935
0210214.365 D.1480Ha rborLa ne 11935
Duct Leakage Code Requirements for IECC
2009 IECC
Postconstruction Leakage Test:Duct Leakage to Outdoors<=8 CFM25/100 sq ft CFA.
Rough in Test with AHU:Total Duct Leakage<=6 CFM25/100 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 CFM25/100 sq It 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.
Note:IECC 2021 requires Total Duct Leakage<=8 CFM25%100 sq ft CFA when 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 vJthin the thermal envelope.
There is no passlfail threshold for duct leakage on the performance path.
Project Notes
5
Building Summary
Property organization Inspection Status
Ha,cor Lane G-eer G.,i:L.0 2024-08-20
Cutchogue.NY 1 1935 Michael Catalano Rate,ID tRTiNi:021021s
Model:Custom RESNET Registered<onrwrned?
Community:Spot Built Builder
Peconic Builde•s
0210214.365.1480Harboo Lane 11933
0210214.365D.1480Harbo+Lane!1935
General Building Information
Nurnber Of Bed roo--s -
Number Of Floors
Conditioned Floor Area sq.ft.' 2,764
Has Electric Vehicle Ready Space No
Unconditioned,attached garage? Yes
Conditioned Volume;cu.ft. 22,112
Total Units in Building I
Residence Type Single family detached
Number of Floors in Building
Floor Number
Model Custom
Community Spot Built
RESNETAECC 2006-2018 Climate Zone 4A
IECC 2021 Climate Zone 4A
Foundation Wall
Name Library Type Height Above Grade Depth Below Grade Perimeter Location Enclosing
- -
_,raped,Full 7 Erea=u Ext= _onaitioned Space
Foundation Wall Library List
Name Feet from Wall Top To 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 N:A "es 3.Y) N/A
Slab
Name LibraryType Perimeter Floor Grade Carpet R Exposed Masonry Surface Area Location Enclosing
Area
Ease,ertSlab Lrrns�lated T34 Belo.%,Grade 0 0 1,072.01`02 Exposed Exterior Conditioned Space
Slab Library List
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
ft) /t] Exterior
Uninsulated Wood Frame 4 0 0 0.00
tithe,
Building Summary
Property organization Inspection Status
a80 Harbor Lane Green Guru LLC 202s-08-20
Cutchogue,NY 11935 Michael Catalano Rater ID IRTINi:0210214
Model:Custom RESNET Registered iConfirmed?
Community:Spot Built Builder
Peconic Bjilde,s
021021 a.365.1 480HarborLane 11935
021021 a.365O.1 d80HarborLane 11935
Framed Floor
None Present
Framed Floor Library List
None Present
Rim Joist
Library Type Surface Area Location
Exposed Exterio,
Rim Joist Library List
Name Effective Insulation R-value
Wall
Name Library Type Surface Color SolarAbsorptance Surface Area Location
AGly 1st FIOo+ R-2- -- u.; a32.0t ---Exposed Exterior
Wall Library List
Name Effective R-value
2
Building Summary
Property organization Inspection Status
»v-j Harbor Lane Green Guru LLC 2024-08-20
Cutchogue.NY 11935 Michael Catalano Rater ID WIN",.0210214
Model:Custom RESNET Registered(Confirmed
Community:Spot Built Sunder
Peconic Builders
0210214.365.1 4Snua•bortanel 1935
0210214.365D.'- 3rborlane11935
w
Glazing
■ Name Library Type Wall Foundation Wall Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area
R Assignment Assignment Depth Top Bottom
I VIVODout)reHungl AGW IstFtoor 4.33 Northwest 9.3 ft'
Sliding Do VaVDoubleHuNI, AGW 1st r c= G.S 6 5 Soy F.eas2 30.Oft'
Dow
11 Sliding Door VAVDoubieHungl AGVJ Ist Floor Yes 1 OS 6.5 Southeast 30.0 ft'
7oubleHungl AGW Ist Floor 05 4.33 Southeast 6.4 fe
- AGW 1st Floor Yes OS 4.33 Southeast 8.9 ft,
•Floc, Yes 05 4.33 Northeast 8.9ft'
rung( AGW Is: Yes 1 0.5 4.33 Northeast 8.9ft
6'V.:VDoableHungl AGW 1st Floor Yes 1 OS 4.33 Southwest 10.2ft'
7stFloor Yes 1 OS 4,33 Northwest 9.3ft
�.,.....- ..:gt AG:4`IstFloor Yes 1 3.16 4A9 Northwest 22ft'
4 V.'VlDoubleHungt AGW ist Floor Yes 1 5.75 9.58 Northwest 9.3 ft'
5 V,WDoubIWungt AGW 1 st Floor Yes 1 4.1 7.91 Northwest 108 fe
6 VMlDoubleHungt AGW 1st Floor Yes 1 2A 6.25 Northwest 9.3 ft'
7 V!WDoubleHungt AGW 1st Floor Yes 1 28 6.58 Northwest 9.3 fe
8 V'WDoubiL*ungl AGW 1 st Floor Yes 1 28 6.58 Northwest 9.3 ft'
9 V.VOoubleHungl AG1'Y Ist Floor Yes 1 0.5 433 Southeast 8.9fe
81 V.WDoubkHungl FDYJ-Main Yes 1 85 10 Northwest 3.2 fe
B2 VeWDoubleHungl FDW-Main Yes 1 85 12.5 Northwest 10.0 ft'
83 VhVDoubleHungl FDW-:btain Yes 1 83 IO Southwest 3.2 ft'
84 V'WDbubtehungl FDW-Main Yes I 8.5 10 Southwest 3.2 ft'
Glazing Library List
era_ Shgc U.factor
V hVDoubleHung U29.28 0.28 0290
3
Building Summary
Property Organization Inspection Status
Harbor Lane Green Gtuu LLC 2021-08-20
Cutchogue,NY 11935 Vichael Catalano Rater ID tRTIN':0210214
Model:Custom RESNET Registered,Conirmedi
Community:Spot Built Builder
Peconic Buiide•s
0210214.365.1480Har bofLa ne 11935
0210214365D.1480HarborLanet1935
Skylight
.one�re,ent
Skylight Library List
•.iCne�fe 5e.f*t
Opaque Door
Name Library Type Wall Assignment Foundation Wall Emittance Solar Absorptance Surface Color Surface Area Location
Assignment
-- ------ — ------ ---- ------- — --
Front Doc 1.3 4 Wd solid core AGW I st Floor 0.9 Medium 17.3 ft' Exposed Exterior
Sliding Door i 1-3/4Wd solid core AGW tst Floor 09 0.75 Medium 9.0ft' Exposed Exterior
Slicing Door 2 ' 3'1 Wd solid co,e AGW 1st Floor 0.9 0.75 Medium 9.0 ft' Exposed Exterior
Opaque Door Library List
tame Ef`eaive R�.•aiue
-3 ti +d so•ic co,e
Roof Insulation
^:ame Library Attic Clay or Doesthe Roof Slope Ceiling EaveHei ht Eave Surface Solar Surface Location
Type Exterior Concrete Roof have Framing ?n.: Length'in.: Color Absorptance Area
Area(ft°l Roof Tiles Eaves? Height(in.,
Ceiling Vaulted R-38, v r ir. d i'j 0.75 1,832.0ft'Vaulted Roof
;'aL+ted
Roof Insulation Library List
Fume Has Radiant Garner Effective R-:alue
R-38.Vaufted NO
4
Building Summary
Property Organization tnspeetlon Status
-.:•-r-&t)or Lane __ 3.,u LLC 2024-08-20
Cutchogue.NY 11935 Michael Catalano Rate 10 iRTIN:02`021
Model:Custom RESNET Registered iCoWirmed
Community.Spot Built Sunder
Peconic Bulide+s
021021 d.365.1 a80HarborLane 11935
0210214.365D.1.180HarborLane119':
Whole House Infiltration
* „ anon eas re^entT}pe Shs4er Class
810 CFM at 50 Pa Blaver-poor tested
Mechanical Ventilation
Ventilation Type Ventilation Rate'ft� Operational hours Fan Watts Runs once every Energy Recovery Model%umber Manufacturer
10inute; per day three hours Percent
Lighting
-e Interior Fluorescent cc Interior LED Lighting *e Exterior Fluorescent co Exterior LED Lighting Qe Garage Fluorescent 4v Garage LED Lighting
Lighting Lighting Lighting
Onsite Generation
None Present
Onsite Generation Library List
Solar Generation
.Cne='M2nt
Dehumidifier
1.ar,e=resesit
Building Summary
Property Organization Inspection Status
430 Har'oot Lane Green Guru LLC 2024-08-20
Cutchogue,NY 11935 Michael Catalano Rater ID tRTINi:0210214
Model:Custom RESNET Registered<onfirmec>
Community:Soot Built Builder
Peconic Builde-s
0210214.365.1430Ha�bo+Lane 11935
02102T4.3650.1480Narbor Lane!1935
Dehumidifier Library List
one a'C 5 e'?
Whole House Fan
%one cre5ert
Whole House Fan Library List
none Present
Conditioning Equipment
r,am.e ubraty Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load Location
Heat Pump io%.e• 42K 15Aseer7.90hspf ioLvo 100°c 0'c Conditioned Space
Water Heating XE651*10HS - 0': 0% 100'e Common Conditioned
Space
Equipment Type:42k 15.4seer7.90hspf
Equipment Type _Air Source Heat Pump
Fuel Type Electric
Distribution Type Forced Air
Motor Type ECNt(Variable Speed'
Heat Pump System Type Single Package
Heating Efficiency 7.9 HSPF2
Heating Capacity kBtulh 48
Backup Fuel'.ype Electric
Switchover Temperature[`Fj 0
Backup Heating Efficiency 1 Adjusted Efficiency
Use default Supplemental Heat No
Supplemental Heat 0
Cooling Efficiency 15.4 SEER2
Cooling Capacity'kBtu,W,, 48
6
Building Summary
Property organization Inspection Status
1480 Harbor Lane C•eer 3.,u L-C 2024-08-20
Cutchogue,%v 1 t935 '.'iZ1ael Ca'3 3-10 Rate,10 RT1Ni:0210214
Model:Custom RESNET Registered iConfirmed,
Community:Spot Built Builder
Peconk Builders
0210214.365.1480Ha,bo,Lane 11935
0210214.365D.I480Harbo,Lane'1935
Equipment Type:XE65T10HS45U0 HP Hot Water
Fuel Type Electric
Distribution Type Hydronic Delivery(Radiant)
Hot Water Efficiency 3.75 Energy Factor
Tank Capacity igal.) 59
Distribution System
Distribution Type Forced Air
Heating Equipment Heat Pump Lower
Cooling Equipment Heat Pump Lover
Sq.Feet Served 2,764
it Return Grilles 2
Supply Duct R Value 8
Return Duct R Value 8
Supply Duct Area ft2l 746.28
Return Duct Area,ftr- 276.4
Leakage to Outdoors 5 CFM` 25Pa(0.18:` 00 ft2)
Total Leakage 50 CFM25
Total Leakage Duct Test Conditions Post-Construction
Use Default Flom Rate Yes
Duct'
Duct Location Conditioned Space
Percent Supply Area i0o
Percent Return Area 100
Duct 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
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
HVAC Gracing Not Conducted
7
Building Summary
Property Organisation Inspection Status
480 Harbor Lane G,een Gu!u LLC 2024-08-20
Cutchogue,NY 11935 V..ichael Cata!ano Rater ID iRTIN):0210214
Model:Custom RESNET Registered Confirmed)
Community:Spot Built Builder
Peconic Builders
021021».365.1480Harbor Lane'1935
0210214.365D.1480HarborLanel1935
Ceiling Fan
Has Ceiling Fan
g
Water Distribution
Water Fixture Type 5tanda_rd__ _
Use Default Hot Seater Pipe Length No
Hot Seater Pipe Length;ft] 52
At Least R3 Pipe Insulation? Yes
Hot Water Recirculation System? No
Drain%eater Heat Recovery? No
x
Clothes Dryer
Cef
Fuel Typt
Field Utilization Moisture Sensing
Is Outside Conditioned Space No
Clothes Dryer Available Yes
Defaults Type Custom
Clothes Washer
Label Energy Rating __ . .
Annual Gas Cost $12.00
Electric Rate $0.121kWh
Gas Rate $1.09r Therm
Capacity 1.2
Imef 2.06
Defaults Type ENERGY STAR
Load Type Front-load
Loads Per Week 6
Is Outside Cond'rVoned Space No
Clothes Washer Available Yes
Dishwasher
Dishwasher Defaults Type ENERGY STAR Standard _
Dishwasher Size Standard
Dishwasher Efficiency 270 kWh
Annual Gas Cost $22.23
Electric Rate $0.12J%Wh
Gas Rate S 1.09;7herm
Is Outside Conditioned Space No
Dishwasher Avai able Yes
Building Summary
Property Organization Inspection Status
Ia co :Z' 3,EEr 3 LLC 2--08.20
-•rogue.NY 11935 Michael Catalano Rater ID(RT1N):0210214
Model:Custom RESNET Registered(Confirmed:
Community:Spot Built Builder
Peconic Bjilde•s
0210214.365.1480H arborLane 11935
0210214.365D.1480Harbo•Lane1193P
Appliances and Controls
Proo:ammao:ethernlostat:'
RangelOven Fue+ Propane
Convection Oven? Yes
Induction Range? Yes
RangeiOven Outside Conditioned Space? No
Refrigerator Consumption 646 kl':h.:)ear
Refrigerator Outside Conditioned Space? No
NOWS
9
Builder Affidavit
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC 2024-08-20
Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Community:Spot Built Builder (Confirmed)
Peconic Builders
0210214.365.1480HarborLa tie 11935
0210214.365 D.1480HarborLane11935
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 allow 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 okvner.Builder is responsible for taking any actions necessary to protect Builder's interest.There is no
guarantee or warranty whatsoever expressed or implied from the HERS Provider or Rater.
HERS'Index Score:50
Builder Name:Peconic Builders Builder Signature:
Name: Michael Catalano Signature: fl,«�<<p�cala uI1d
Organization: Green Guru LLC Digitally signed: 8,'23 24 at 6:48 AM
Ekotrope RATER-Version 4.1.1.3465
All results are based on data ente,ed by Esotrope use, Ekotrope disclaims all liability for the information shown on this report.
Home Energy Rating Certificate Rating Date: 2024-08-20
Final Report Registry ID: 709807222
Ekotrope ID: dg3YBJ92
Home:HERS' Index Score: Annual Savings 1480 Harbor Lane
scoreYour home's HERS is a relative
performance score.The lower the number, •• •
the more energy efficient the home.To / '50learn more, visit www.hersindex.com *Relative
to an Peconic Builders
Your Home's Estimated Energy Use: This home meets or exceeds the
Use [MBtul Annual Cost criteria of the following:
Heating 18.2 $1,210 ENERGY STAR v3.1
Cooling 1.2 $79 ENERGY STAR v3
Hot Water 2.4 $158 2020 New York ECCC
Lights/Appliances 22.6 $1,198 2018 International Energy Conservation Code
Service Charges $192
Generation (e.g.Solar) 0.0 $0
Total: 44.4 $2,838
HERS [ndex Home Feature Summary: Rating Completed by:
M•r•en•gy Home Type: Single family detached
Energy Rater: Michael Catalano
,SO Model: Custom
Ezinz lw Community: Spot Built RESNET ID: 0210214
Homes %so Conditioned Floor Area: 2,764 ft2 Rating Company: Green Guru LLC
U0 Number of Bedrooms: 4 12 Arbutus Court
Reference r� Primary Heating System: Air Source Heat Pump• ctric-7.9 HSPF2 631-398-6906
Moore Primary Cooling System: Air Source Hea mp• TIN.15.4 SEER2
90 Rating Provider: RATERusa
w Primary water Heating: Resident' "d ter Heater-Electr •3.75 En :or
ro House Tightness: 810 CF4 0 20 ACH50) �K PO BOX 1280
6
0 Ventilation: 1 10 CFM• Watts•Exha my 855-273-7872 ,.«•
�� Duct Leakage to Outside: 5 CFM;c-25Pa 0 ft2)
40 ThisN•m• Above Grade walls: R-27
S0 Ceiling: Vaulted Roof,R-38
70 �
.0 Window Type: U-Value:0.29,SHGC 0.28
ZeroEnneergy o Foundation Walls: R-13 (C'4ZCiC'� Ci.(�i�Ci/Zd
less•...n
Framed Floor: N/A Michae:Catalano,Certified Energy Rater
ons,nsw Digitally signed:8,'23/24 at 6:48 AM
Lkotrope
reportekotrope The Energy Rating Disclosure for this home is available from the Approved Rating Provider.
This does not • or guarantee.
IECC 2018 Performance Compliance
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC 2024-08-20
Cutchogue,NY 11935 Michael Catalano Rater ID(RTIN):0210214
Model:Custom RESNET Registered
Community:Spot Built Builder (Confirmed)
Peconic Builders
0210214.365.1480Harborl-ane 11935
0210214365 D.1480Ha rbo rL a n e 11935
Annual Energy Cost
Design IECC 2018 Performance As Designed
Heating $850 $788
Cooling $121 S115
Water Heating $144 $143
Mechanical Ventilation $72 $31
SubTotal-Used to determine compliance $1,187 $1,078
Lights&Appliances i=,wr`out Ventilation S1,043 S1,043
Onsite generation SO SO
Total $2,230 $2,121
R405.3 Source Energy Exception:The proposed home uses 6.68 NlBtu LESS source energy than the reference home.
Requirements
® R405.3 Performance based compliance passes by 4.2-o The proposed house meets the IECC 2018 Performance refe•ence energy bill requirement
by 5109.25(6.68 MStu;.
® R402.4.1.2 Air Leakage Testing Air sealing is 2.20 ACh at 50 Pa.It must not exceed 3.00 ACH at SO Pa.
® R402.5 Area weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.28.The maximum allowed value is(No
Limit,.
® R402.5 Area-veighted average fenestration U-Factor
R404.1 Lighting Equipment At least 90.090 of fixtures shall be high-efficacy lamps,currently 100.01c.are high-efficacy.
R403.6.1 Mechanical Ventilation Efficacy
® R403.3.3 Duct Testing
® Mandatory code requirements that are not checked 2 h1andatory Checklist by Ekotrope must be met. 018!ECC Mandatory Checklist must be chectied as comolete.
IRC M 150SA.3 Mechanical Ventilation Rate
OR405.2 Duct Insulation Ail ducts outside the thermal envelope must be insulated to at least R6.0.
Design exceeds requirements for IECC 2018 Performance compliance by 9.2%.
As a 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 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 vAth the building plans.
specifications,and other calculations submitted.I,•ith the pe,mit 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 vidl be verified as such by another party.
Name: Michael Catalano Signature: alit 17od(161(i6ilic�
Organization: Green Guru LLC Digitally signed: 8/23/24 at 6:48 AM
Ekotrope RATER-Version 4.1.1.3465
IECC 2018 Performance Corr p,ian€e,esuits 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.
111511
1480 Harbor Lane
Cutchogue, NY 11935
Builder: Peconic Builders
Model: Custom Community: Spot Built
This report is based on a proposed design and does not confirm field enforcement of design elements.
THIS HOME IS CERTIFIED TO MEET THE
INTERNATIONAL2018 • • • r
Building Features
Ceiling Vaulted Roof,R-49 Duct Supply R-8.0,Return R-8.0
Above Grade Walls R-27 Duct Leakage to outside 5 CFM Ca,25Pa (0.18/100 ft2)
Foundation Walls R-13 Total Duct Leakage 50 CFM a•25Pa(Post-Construction)
Framed Floor N;`A Heating Air Source Heat Pump•Electric•9.3 HSPF2
Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Source Heat Pump•Electric• 15.4 SEER2
Infiltration 3 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 jc=isdiction utilizing these+epors,I certify that this energy code comoliance document has been created in accordance with the requirements of Chapte•J of the
adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected.I certify that the building design desc,ibed herein•is consistent with 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 p,ovisions of the IECC
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: AlicAcid Cfi&A"?'t
Organization: Green Guru LLC Digitally signed: 2/1/24 at 8:49 PM
-- Ekotrope ATER Version 4.1.1.3329
2018IECC complance results calculated using E- =_-'=TER s energy and code comp-arce ago th^-
EKotrope RATER,s a RESvET Accred te-1�-Ec:Pat:!--_: : - t;jlts are based on data ente,ed oy EKo^ope uses.
Ekot•ope d,scix--r: _ `; oration shown on Mis report.
New York ECCC 2020 UA Compliance
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC Results are projected
Cutchogue,NY 11935 Michael Catalano
Model:Custom
Community:Spot Built Builder
Peconic Builders
0210214.365D.1480HarborLane11935
This report is based on a proposed design and does not confirm field enforcement of design elements.
Building UA
Elements IECC Reference As Designed
Ceilings 47.6 49.2
Above-Grade Walls 72.9 61.2
Windows,Doors and Skylights 75.5 75.0
Slab Floor: 75.8 92.0
Framed Floors 0.0 0.0
Foundation CValls 63.2 54.5
Rim Joists 8.3 5.1
Overall UA(Design must be equal or lower): 343.3 337.0
Requirements
® R402.1.5 Total UA alternative compliance passes by 1.80:. The proposed home meets the UA requirement by 1.80c
® 402.3.2 Average SHGC:0.29 7,4ax SHGC:0.40 Average SHGC of 0.29 is greater than the maximum of 0.40.
® 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.
® R4025 Area-weighted average fenestration SHGC Area:veghted average fenestration SHGC;s 0.29.The maximum allowed value is[No
Limit].
® R402.5 Area-weighted average fenestration U-Factor
® R404.1 Lighting Equipment At least 90.0�-of fixtures shall be high-effcacy lamps,currently 100.0:3 are high-efficacy.
® R403.6.1 Mechanical Ventilation Efficacy
® Mandatory Checklist Mardatory code requirements that are not checked NewYoric 2020 Mandatory Requi,ements must be checked as complete.
by Ekotrope must be met.
® R403.6 Mechanical Ventilation Rate
® R403.3.4 DuctLeazageTesting
R403.5.3 Hot water pipe insulation Hot v:atei pipes at least 3 4 in diameter must be insulated to R-3 at minimum.
Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 1.8%.
Name: Michael Catalano Signature:
Organization: Green Guru LLC Digitally signed: 2/l/24 at 8:49 PM
Ekotrope RATER-Version 4.1.1.3329
New York ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER s energy and code compi,ance algorithm,inciudmg ac-,::
E<ovooe RATER is a RES'JET Acc edited HERS Rating Tool.Al results are based on data entered by Ekotrope users.
Etovope disclaims all Aability for the information shov:n on this report.
A
1480 Harbor Lane
Cutchogue, NY 11935
Builder: Peconic Builders
Model: Custom Community: Spot Built
This report is based on a proposed design and does not confirm field enforcement of design elements.
THIS HOME IS CERTIFIED TO MEET THE NEWYORK
ENERGY • r
Building Features
Ceiling Vaulted Roof,R-49 Duct Supply R-8.0,Return R-8.0
Above Grade Walls R-27 Duct Leakage to Outside 5 CFM @ 25Pa(0.18/100 ft2)
Foundation Walls R-13 Total Duct Leakage 50 CFM Viaa.25Pa(Post-Construction)
Framed Floor N/A Heating Air Source Heat Pump•Electric•9.3 HSPF2
Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Source Heat Pump•Electric• 15.4 SEER2
Infiltration 3 ACH50 Water Heating Residential Water Heater•Electric•3.75 Energy
Factor
Window U-Value:0.29,SHGC:0.29
As a 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 d of the
adopted Inte•national Energy Conservation Code based on SUFFOLK County.if rating is Projected,I certify that the budding design described herein is consistent vrith the building plans,soecifications,
and other calculations submitted with the oe zco'c 3 ipn.if rating is Confirmed,I certify that the address referenced above has been inspected tested and that the mandatory orovisions of the IECC
have been installed:o r-eet or exceed the I— - = or vrill be verified as such by another party.
Name: N-lichael Catalano Signature: I tic AC,e(( c,&iki,76
Organization: Green Guru LLC Digitally signed: 2/1/24 at 8:49 PM
-- - Ekotrope RATER Version 4.1.1.3329
'dew York ECCC 202C ':ate comply^ce resuhs calculated using Ekotrooe RATE: - - and code compliance algor•thm mcj&ng aoprocr:ate amendments.
E:ot,ope RATER,s a RESNE'Accredited I-E'S°--,-__'._ - --ate based or.data entered oy Ekotrope users.
Ekot,oce d•s-13^-s_ :. - sho+v^on this report.
Energy Code Inspection Checklist
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC Results are projected
Cutchogue,NY 11935 Michael Catalano
Model:Custom
Community:Spot Built Builder
Peconic Builders
0210214.365D.1480HarborLane11935
General Building Information
Conditioned Area(sq ft) 2,764
Conditioned Volume(cubic ft) 22,112
Insulated Shell Area(sq ft) 6,214.6
The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features
will change in the field from%vhat has been modeled.The inspection process should identify any changes and ensure that the home
continues to meet the applicable energy code.
Slab
`_ Name:Basement Slab(1,072 s.f.,134 ft.exterior perimeter)
R-0 perimeter insulation,R-0 under slab insulation.
-1 Name:First floor over slab(608 s.f.,99 ft.exterior perimeter)
R-0 perimeter insulation,R-0 under slab insulation.
Framed Floor
None Present
Foundation Wall
Name:FDW-Main(Exterior Perimeter[ft]:134,Height Above Grade[ft]:1,Depth Below Grade[ft]:7)
R-13 continuous insulation,R-0 cavity insulation
Insulation Grade:I
Fully insulated(top to bottom)
Above Grade Wall
Name:AGW 1 st Floor(1,432 s.f.)
R-0 continuous insulation,R-27 cavity insulation
Insulation Grade:I
Rim Joist
t
Name:Rim Joist (179 s.f.)
R:30.00
Energy Code Inspection Checklist
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC Results are projected
Cutchogue,NY 11935 Michael Catalano
Model:Custom
Community:Spot Built Builder
Peconic Builders
0210214.365D.1480HarborLane 11935
Ceiling /Roof
1 j Name:Ceiling Vaulted(1,832 s.f.)
R-0 continuous insulation,R-49 cavity insulation
Insulation Grade:I
Opaque Door
Name:Front Door(17.3 s.f.)
R:2.10
El Name:Sliding Door 1 (9 s.f.)
R:2.10
Name:Sliding Door 2(9 s.f.)
R:2.10
Glazing
Name: 1 (9.3 s.f.), U:0.290, SHGC:0.29, Orientation:NORTHWEST
Name:2(9.3 s.f.), U:0.290, SHGC:0.29, Orientation:NORTHWEST
Name:3 Door(2.2 s.f), U:0.290, SHGC:0.29, Orientation:NORTH-WEST
Name:4(9.3 s.f.), U:0.290, SHGC:0,29, Orientation:NORTH-WEST
Name:5(10.8 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH-WEST
Name:6(9.3 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH-WEST
Name:7(9.3 s.f.), U:0.290, SHGC 0.29, Orientation:NORTH-WEST
2
Name:8(9.3 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH-WEST
Energy Code Inspection Checklist
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC Results are projected
Cutchogue,NY 11935 Michael Catalano
Model:Custom
Community:Spot Built Builder
Peconic Builders
0210214.365 D.1480Harborlane 11935
l Name:B1 (3.2 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH-WEST
Name:62 00 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH WEST
r r Name:9(8.9 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH-EAST
1-_l
j Name:10 Sliding Door(30 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH-EAST
.fi Name:11 Sliding Door (30 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH-EAST
-._I
1 ! Name:12(6.4 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH-EAST
Name:13(8.9 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH-EAST
Name: 14(8.9 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH-EAST
�...� Name: 15(8.9 s.f.), U:0.290, SHGC:0.29, Orientation:NORTH-EAST
1 Name: 16(10.2 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTHWEST
Name:B3(3.2 s.f.), U:0.290, SHGC:0.29, Orientation:SOUTH-WEST
Name:B4(3.2 s.f.), U:0.290, SHGC 0.29, Orientation:SOUTHWEST
Skylight
None Present
Mechanical Ventilation
f0echanical ventilation system rated for,and capable of,providing continuous ventilation.
System shall include automatic timing controls.
System type:Exhaust Only, 15 hrs/day,32 Watts
3
Mechanical Equipment
Energy Code Inspection Checklist
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC Results are projected
Cutchogue,NY 11935 Michael Catalano
Model:Custom
Community:Spot Built Builder
Peconic Builders
0210214.365D.1480HarborLanel 1935
Water Heating•Electric• 10006 Hot Water Load,G 3.75 Energy Factor
' Heat Pump Lower•Electric• 1000b Heating Load•a 9.3 HSPF2, 100ao Cooling Load @ 15.4 SEER2
i
Air Leakage Control
ITest Status:Blower-door tested
House is air-sealed as to achieve 1,106 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 ACH50.
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.
Duct Leakage
Duct System 1
All ducts and equipment within conditioned space
Leakage to Outside specified as:5 CFM:n 251?a(0.18/100 W)
Total Leakage specified as:50 CFM @ 251?a(Post-Construction)
4
Energy Code Inspection Checklist
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC Results are projected
Cutchogue,NY 11935 Michael Catalano
Model:Custom
Community:Spot Built Builder
Peconic Builders
0210214.365 D.1480HarborLane 11935
Duct Leakage Code Requirements for IECC
2009 IECC:
Postconstruction Leakage Test:Duct Leakage to Outdoors<=8 CFM25/100 sq ft CFA.
Rough in Test with AHU:Total Duct Leakage<=6 CFM25/100 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 CFM25 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.
Note:IECC 2021 requires Total Duct Leakage<=8 CFM25/100 sq ft CFA when 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 within the thermal envelope.
There is no pass/fail threshold for duct leakage on the performance path.
Project Notes
5
Building Summary
Property Organisation Inspection Status
Harbor La _ - 3,-u LLC Results a,e projected
Cutchogue.%Y�'935 'W,icnaei Cata;a-ro
Model:Custom
Community:Spot 8011: BuUder
Peconic Buiide-s
C2102'4.365D 1_11'rWarh�+Lane'1935
General Building Information
Number Of Bed uo ris 4
Number Of Floors I
Conditioned Floor Area'Lsq.ft.] 2,764
Has Eiectr�c Vehic;e Ready Space No
Unconditioned,attached garage? Yes
Conditioned Volume cu.ft.] 22,112
Total Units in Building 1
Residence Type Single family detached
Number of Floors in Building
Floor Number
Model Custom
Community Spot Built
RESNET/IECC 2006-2018 Climate Zone 4A
IECC 2021 Climate Zone 4A
Foundation Wall
'.arnc Library Type Height Above Grade Depth Below Grade Perimeter Location Enclosing
;Dtv-stain R-13 Draped.Full 7 3a Exposec Exterior Conditiored Soace
Foundation Wall Library List
Name Feet From V.all Top To Feet From Wail Top To Is Fully Insulated Continuous R-value Cavity R-value Effective Insulation R-
Continuous Insulation Continuous Insulation value
Top Bottom
R-13Draped,Fuli N_= N;'A N,A
j Slab
no me Librar a Library Type Perimeter Floor Grade Carpet R Exposed Masonry Surface Area Location Enclosing
Area
Basement Slab Uninsulated 13.� Beloy.,Grade 0 0 1,072.0ft' Exposed Exterior Conditioned Soace
First floor ove•slab Uninsulated µ`99 On Grade �J 0 0 608.0 ft Exposed Exterior Conditioned Space
Slab Library List
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
Exterior
Unins.i,ec VicocFrame.
0*hc—
t
Building Summary
Property Organization inspection Status
480 Harbor Lane Green Guru LLC Results are projected
Cutchogue.NY 11935 Michael Catalano
Model:Custom
Community:Spot Built Bulkier
Peconic Builders
0210214,365D.1480Harborlanet 1935
Framed Floor
Preskr,t
Framed Floor Library List
Rim Joist
Name Library Type Surface Area Location
Rim joist R 30.0 179,0 ft Exposed Exterior
Rim Joist Library List
"ame Effective Insulation R-value
R X0
It Wall
* ".ame torar y Type Surface Color Surface Area Location
AGVi 1 st Floor R-27 Exterior Medium 1,4310 fe Exposed Exterior
�
Wall Library List F � ` y ' , �,
w :�� � �.e d p x' e +s, � .s js '�'t �4``44'�dr�'�
Name Effective R-value
L?rior 19857
2
Building Summary
Prop" Oryanisatiorl Inspection Status
1480 Harbor Lane G•een Guru LLC Results afe projected
Cutchogue,NY 11935 Michael Catalano
Model:Custom
Community:Spot Built Builder
Peconx Builders
02102'4.355D.1480Harbo•L a
Glazing
Name Library Type Wall Foundation Wall Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area
Assignment Assignment Depth Top Bottom
1 V,NVood 2929 AGW 1st floor Yes 1 03 4.33 Northwest 9.3 ft'
Cyr V.'Wood 2929 AG%V 1st Floor -� -_ Yes -- 1 OS 65 Southeast 30.0 ft'
t V'VVood 2929 AG%V 1st Floor es 1 0.5 65 southeast 30.0 ft'
12 VAVood 2929 AGW Ist Floe; __ -3.5 4.33 southeast 6.4ft'
13 V 1Vood 2929 AG%'V Ist Floor Yes OS 433 southeast 8.9 fe
.4 V,'1Vood 2929 AG%V 1st Floor Yes 1 0.5 433 Northeast 8.9 fe
15 Vr'Wood 2929 AGW 1st Floor Yes 1 0.5 433 Northeast 8.9 ft'
16 V:WOod 2929 AGW Ist Floor Yes 1 0.5 4.33 southwest 10.2 ft'
V.Vbod 2929 AGW i st Floor Yes 1 0.5 433 Northwest 9.3 ft'
Door V Wood 2929 AGW I st Floor Yes 1 3.16 4.49 Northwest 2.2 ft'
V'Wood 2929 AGW 1 st floor Yes 1 5.75 9.58 Northwest 9.3 fe
5 V."Wood 2929 AG%V 1 st Floor Yes 1 4 t 7.91 Northwest 10.8 ft'
6 V Wood 2929 AGW 1st Floor Yes 1 2A 6.25 Northwest 9.3 ft'
7 WWood 2929 AGW 1 st Floor Yes 1 2.8 6.58 Northwest 9.3 ft'
8 V/Wood 2929 AGW I st Floor Yes 1 2.8 6-58 Northwest 9.3 ft'
9 V1Nooci2929 AGW 1st Floor `~ Yes 1 0.5 433 Southeast 8.9 ft,
61 V1Vood 2929 Yes 1 8.5 10 Northwest 3.2 ft'
62 VWood2929 Yes 1 8.5 123 Northwest 10.0ft'
63 V1Yood 2929 Yes 1 85 10 Soutlnvest 3.2 ft'
B4 V;Wood2929 Yes 1 8.5 10 Southwest 3.2 ft'
Glazing Library List
`,nr„e Shgc 'v-!a:tor
3
Building Summary
Property Organization Inspection status
-rarbor Lane Green Gu,u LAC Resuts ale projected
Cutchogue,NY 11935 Michael Catalano
Model:Custom
Community:Spot Built Builder
Peconic Builders
0210214.355D.1480HarborLane 11935
Skylight
%cnm aresen-
Skylight Library List
'.il�c Pr25r„it
t■, Opaque Door
1� game Library Type Wall Assignment Foundation Wall Emittance Solar Absorptance Surface Color Surface Area Location
Assignment
Front Door 1-3/4 Wd solid a st Floor 0.75 Medium 17.3 ft Exposed Exterior
Sliding Door 1 1-3.4 Wd solid tore AGYd!st Floor 0.9 's Mec: 9.0 ft' Exposed Exterior
Sliding Door 2 1-3i4 Wd solid core AGW?st Floor 0.9 0.75 Medium 9.0 fY Exposed Exterior
Opaque Door Library List
%ame Effective R-value
Roof Insulation
`.a.re Library Type Attic Exterior Area:ft" Clay or Concrete Roof Surface Color Surface Area Location
Tiles
Ceiling Vaulted R-49,Vaulted 1,82 2 t Mediurr 832.0 ft' Vaulted Roof
Roof Insulation Library List
tram: na- Effective R-value
R-49,Vaulted ao 37.227
4
Building Summary
Property Orpnisation Inspectlon Status
1480 Harbor lane Green GV Y L-C Results are projected
Cutchogue.NY t?935 Michael Catalano
Model:Custom
Community:Spot Built Sunder
Peconic Builders
02102'4.365D.1a80Harbo•Lane'193'
Whole House Infiltration
snfi L•r a:�on e�s nt T;o Shehe-L!_ss
c -
Mechanical Ventilation
Ventilation Type Ventilation Rate ft': Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer
Minute] per day three hours Percent
ExhaustOnl, 0CFM e_
Lighting
>e Interior Fluorescent oo Interior LED Lighting oo Exterior Fluorescent as Exterior LED Lighting oo Garage Fluorescent oo Garage LED Lighting
Lighting Lighting Lighting
Onsite Generation
None Present
Onsite Generation Library List
Solar Generation
•,�n,t presen!
Dehumidifier
Building Summary
Property Organization Inspection Status
r-a,00r Lane -er Gu•i.L.0 Resu is are projected
Cutchogue,NY 11935 V ichael Cataia-,o
Model:Custom
Community:Spot Built Builder
Peconic Builders
0210211.365D.1s80Warbor Lane'1935
Dehumidifier Library List
,9rf PreS_�:
rS Whole House Fan
{(t Whole House Fan Library List
Conditioning Equipment
Name c3br3ry Ty pe Serial Number Heating Percent Load Cooling Percent Load Mot Water Percent Load Location
Heat Pump Lower 42k 15.4seer930hsof 7 0 Conditioned Soace
Water Heating XE65T`•OH545UO HP r c: 0°0 00 c Corroon Conditioned
ate Space
Equipment Type:42k 15.4seer9.30hspf
Equ a erit"j _ Air Source Heat Pump
Fuel Type Electric
Distribution Type Forced Air
Motor Type ECM:Variable Speed,'
Heat Pump System Type Single Package
Heating Efficiency 9.3 HSPF2
Heating Capacity_kBtu,,h: 48
Backup Fuel Type Electric
Switchover Temperature['Fj 0
Backup Heating Efficiency I Adjusted Efficiency
Use default Supplemental Heat No
Supplemental Heat'kVJJ 10
Cooling Efficiency 15.4 SEER2
Cooling Capacity,kBtu'h: 48
6
Building Summary
Property organization Inspection Status
7480 Ha,bor tare =aer i_C Qes+-Its a,e projec'ea
Cutchogue,N1 1+935 4ticnael Caalano
Model:Custom
Community:Spot Built Builder
Pecan c Builders
0210214.365D.I48014arbo tane1193`
Equipment Type: XE65T10HS45U0 HP Hot Water
t J,Li NI A• 1-1t ,;_.e Residential Water Heater
Fuel Type Electric
Distribution Type Hydronic Delivery!Radiant)
Hot Water Efficiency 3.75 Energy Factor
Tank Capacity(gal.) 59
Distribution System
Forced Air
Heatin4 Equipment Heat Pump Lower
Cooling Equipment Heat Pump Lower
Sq.Feet Served 2,764
#Return Grilles 2
Supply Duct R Value 8
Return Duct R Value 8
Supply Duct Area`ft`; 746.28
Return Duct Area[ftr 276.4
Leakage to Outdoors 5 CFNt a•25Pa(0.18)'100 ft'�
Total Leakage 50 CFM25
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
Duct 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
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
HVAC Grading No,`-rn d. c*
7
Building Summary
rroperty Organ iza tic r. Inspection Status
-3•oor Lane — 's are Pro;ec:ed
Cutchogue,NY 1'935 Vic, i
Model:Custom
Community:spot Built Builder
Peconic Builde•s
02102'-'365C 1_80Narb,L3ne'1931,
Ceiling Fan
Has�,eiilncj Far: dv
C`m Per 1:'att 100
Water Distribution
Water Fixture Type Standard
Use Default HotV.1ater Pipe Length No
Hot Water Pipe Length Eft? 52
At Least R3 Pipe Insulation? Yes
Hot Water Recirculation System? No
Recirculation System Pipe Loop Length ft' 30
Drain Water Heat Recovery? No
Clothes Dryer
Cer 2.62
Fuel Type Electric
Field Utilization Moisture Sensing
Is Outside Conditioned Space No
Clothes Dryer Available Yes
Defaults Type Custom
Clothes Washer
Label Energy Rating 152 kWh,'Year
Annual Gas Cost 512.00
Electric Rate $0.12ikWh
Gas Rate 51.09:Therm
Capacity 4.2
Ime` 2.06
Defaults Type ENERGY STAR
Load Type Front-load
Loads Per Week 6
Is Outside Conditioned Space No
Clothes Washer Available Yes
Dishwasher
Dishwasher Defaults Type ENERGY STAR Standard
Dishwasher Sze Standard
Dishwasher Efficiency 270 kWh
Annual Gas Cost $22.23
Electric Rate 50.12JkWh
Gas Rate 51.09:Therm
Is Outside Conditioned Space No
Dish',usher Available Yes
8
Building Summary
Property Organization Inspection Status
_ Harbor Lane ==-r _L.0
Cutchogue,NY 11935 Michael Catalano
Model:Custom
Community:Spot Built Builder
Peconic Builders
02192'-.365C.i 8^garb^Lanc' 935
Appliances and Controls
Prog1 ammabie thermostat: Yes
Rance,Oven fuel Electric
Convection Oven? Yes
Induction Range? Yes
Range?Oven Outside Conditioned Space? No
Refrigerator Consumption 646 kWh'Year
Refrigerator Outside Conditioned Space? No
Notes
9
F E B 1 4 2024
Town of Southold February 7, 2024
5309S Route 2S
PO Boa 1179
Southold, NY 11971
Re
John Hudischak
1490 Harbor lane
Cutchogue,NY
Tar Map 1000-103-0 1-22
To Whom It May Concern.
This lener Is to state that we wupected the septic system at the property rr*rencrd above and found
the following. The system was comprised of a 1200 gallon septic tank and an 8'it 12'cesspool.system Is
in excellent condition and Is capable of handling wastewater load of a a bedroorn►tome.Mease cam our
office if you need any further inform.atlon at 631 765 3300
Thank you,
Douglas Mans
Morris Cesspool
Suffolk Ucense X. l W-107
OF NEW
* e
ac
IZF� �o
35650 Middle Road,Peconic. NY 1195.8
631 76S-3300
I `-1 �-v [-Kt `- v
HUNTSMAN InsulationCertif icate
BUILDING SOLUTIONS Closed-Cell Spray Polyurethane Foam
This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy
Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements.
The following spray polyurethane foam product(s) has/have been installed.
❑ Heatlok HFO PRO 2.0-2.4 Ibs/ft3 IAPMO UES ER-0565
❑■ Heatlok HFO High Lift 2.0-2.4 Ibs/ft3 ICC-ES ESR-4073
❑ Heatlok XT High Yield (s) 2.23 Ibs/ft3 ICC-ES ESR-3824 (w) 2.17 Ibs/ft3 ICC-ES ESR-3883
❑ Heatlok XT High Lift (s) 2.23 Ibs/ft3 ICC-ES ESR-3824 (w) 2.17 Ibs/ft3 ICC-ES ESR-3883
❑ Foam-Lok 2000-4G 2.0-2.2 Ibs/ft3 CCRR-1025
❑ Foam-Lok 2000-3G 2.0-2.3 Ibs/ft3 ICC-ES ESR-4501
❑ Foam-Lok 2000 2.0-2.3 Ibs/ft3 ICC-ES ESR-2629
❑ Proseal HFO 2.0 Ibs/ft3 CCRR-1108
❑ Proseal LE 2.2 Ibs/ft3 ICC-ES ESR-3500
❑ Proseal 2.2 Ibs/ft3 ICC-ES ESR-3500
❑ Heatlok Eco 2.0 Ibs/ft3 ICC-ES ESR-3198
Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R316 Foam Plastics for
specific requirements.The spray polyurethane foam insulation system(s)has/have been installed in accordance with manu-
facturer's processing guidelines to provide a thermal resistance of:
Area Insulated Aged R-Value Thickness"
Vented Attic Floor Area open cell R- 49 At 13.25 inches
Unvented Attic/Under Roof Deck Insulation R- At inches
Sloped Ceilings/Cathedral Ceilings R- At inches
Walls (Location: EXTERIOR WALLS ) R- 14 At inches
Walls (Location: ) R- At inches
Floors (over an unheated crawl space) R- At inches
Crawl Space Perimeter R- 14 At 2 inches
Basement Walls R- At inches
Other(Location: ) R- 14 At 2 inches
**Nominal thicknesses are representative of field,spray-applied foam material.
Jobsite Address: 1480 HARBOR RD SOUTHAMPTON Date of Installation: 06/01/24
Building Contractor: PECONIC BUILDING SOLUTIONS
HBS Contractor: CARY INSULATION Phone: 631-218-9350
Installed By: LUIS & VICTOR HERNANDEZ
-Post Near Electrical Panel-
HUNTSMAN3315 E.Division Street,AAington,TX 76011
00132 1 REV 05.27.21 www.huntsmanbuildingsolutions.com BUILDING SOLUTIONS
DC CEQM � �L`
Home Energy Rating Certificate Rating Date: 2023-12-08 FEe - 7 2024
Projected Report Registry ID: ��,���►„�Dspa-tom, rrt
Based on Plans Ekotrope ID: dg3YBJ92 Town of Southold
Score:HERS" Index Annual SavingsHome:
1480 Harbor
• - score
performance score.The lower the number, Cutchogue, NY 11935
the more
energy • To $ 5,026 Builder:
47learn more, visit www.hersindex.com *Relative to an average U.S.home Peconic Builders
Your Home's Estimated Energy Use: This home meets or exceeds the
Use (MBtul Annual Cost criteria of the following:
Heating 17.7 $1,180 ENERGY STAR v3.1
Cooling 1.0 $67 ENERGY STAR v3
Hot Water 2.4 $158 2020 New York ECCC
Lights/Appliances 20.2 $1,340 2018 International Energy Conservation Code
Service Charges $144
Generation (e.g.Solar) 0.0 $0
Tota I: 41.3 $2,890
HERSInclem Home Feature Summary: Rating Completed by:
u•ref"M Home Type: S,ngle family detached
Model: Custom Energy Rater: Michael Catalano
ISOEK=stmg 1,10 Community: Spot Built RE5NET ID: 0210214
Homes ,30 Conditioned Floor Area: 2,764 ft2 Rating Company: Green Guru LLC
iJo Number of Bedrooms: 4 12 Arbutus Court
!10 631-398-6906
Reference 100 Primary Heating System: Air Source Heat Pump.Electric•9.3 HSPF2
4ome
Primary Cooling System: Air Source Heat Pump.Electric•15.4 SEER2 Rating Provider: RATERusa
•o Primary Water Heating: Residential Water Heater.Electric•3.75 Energy Factor PO BOX 1280
1
0 House Tightness: 3 ACH50 855-273-7872 .,,
Ventilation: 1 10 CFM•32 Watts•Exhaust Only �
*o-1& Duct Leakage to Outside: 5 CFM^25Pa(0.18/100 ft2)
s� r.r•N.•=s �F
w This"am Above Grade Walls: R-27
20 Ceiling: Vaulted Roof,R-49 /�/� ` /' [ /'
Zero EnHergye o Window Type: U-Value:0.29,SHGC:0.29 A C11'a ( Cac,&,Ie
Foundation Walls: R-13 Michael Catalano,Certified Energy Rater
Framed Floor: N/A Digitally signed:2%1/24 at 8:49 PM
Ekotrope RA.11% Version:4.1.13329
ekoltrope
reportEnergy savings calculated without modifications to the energy model.(As Modeled) This does not • or•
IECC 2018 Building UA Compliance
Property Organization Inspection Status
1480 Harbor Lane Green Guru LLC Results are projected
CLltchogue,NY 11935 Michael Catalano
Model:Custom
Community:Spot Built Builder
Peconic Builders
0210214.365 D.1480Ha rborLa ne l 1935
This report is based on a proposed design and does not confirm field enforcement of design elements.
Building UA
Elements IECC Reference As Designed
Ceilings 47.6 49.2
Above-Grade Walls 72.9 61.2
Windows,Doors and Skylights 75.5 75.0
Slab Floor: 75.8 92.0
Framed Floors 0.0 0.0
Foundation Walls 63.2 54.5
Rim Joists 8.3 5.1
Overall UA(Design must be equal or lower): 343.3 337.0
Requirements
OR402.1.5 Total UA alternative compliance passes by 1.8z 5. The proposed home meets the UA requirement by 1.89t
O402.3.2 Average SHGC:0.29 Max SHGC:0.40 Average SHGC of 0.29 is greate,than the maximum of 0.40.
OR402.4.1 2 Air Leakage Testing Air sealing is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa.
® Area-weighted average fenestration SHGC is 0.29.The maximum allov:ed value is(No
R4025 A•ea-weighted average fenestration SHGC
Limit),
R402.5 Area-weighted average fenestration U-Factor
® R404.1 sighting Equipment At least 90.01a of fixtures shall be high-efficacy lamps,currently 100.0=0 we high-efficacy.
® R403.6.1 a Mechanical Ventilation Efficacy
® Mandatory Checklist Mandatory code•equirements that a e not checked 2018 IECC Mandatory Checklist must be checked as complete.
by Ekotrope must be met.
® IRC M1505.4.3 Mechanical Ventilation Rate
® R403.3.4 Duct LeatageTes'�ng
® R4033.3 Hot water pipe insulation Hot water pipes at least 3,,4 in diameter must be insulated to R-3 at minimum.
Design exceeds requirements for IECC 2018 Prescriptive compliance by 1.8%.
Name: Michael Catalano Signature: jll«f1<<W N,Ili6a'#16
Organization: Green Guru LLC Digitally signed: 2/1/24 at 8:49 PIL1
r
Ekotrope RATER-Version 4.1.1.3329
IECC 2018 Prescupt;ve compliance esu!*s calculated..s-9 Esot•ope RATER s energy and code compliance a1cintnm.
Ekovope RATER is a RES`1ET Acc-edited HERS Rat,ng Tool.A1 results ere baud on data entwed by Ekotrope users.
Etot,00e disclaims a4l tiac,&Tyr far the-for-nation shown on this report.
_ _
j Souinotd., _ 1+
53095 Maio,
ain Road`'
- ;� • �' v.'y. "Southold NY l 19T1' i
63'1465, 939
Investiigatiori and Enforcement'
'STOP, l_Wo 0 E'R
PURSI7ANT TO ,SOtJTHOLD,T'tJWN, CODE § i:44-8. A
YOU ARE HEREBY ORDERED TO STOP ANY
AT THISOCA�'IONTNT1L A BUILDING
PERMIT' HAS BEET ISSUED.
1480 HARBOR LANE, CUTCEECJGUE ;
:NY
y : .1000.-103.-1-22
''I'HISNOTICE MUST REMAIN POSTED AT THE LOCATION UNTIL
- A BUILDING PERMIT HAS BEEN ISSUED. _ }
R,, D,
LESTER B LINSON
ORDINANCE INSPECTOR
[ .✓ ,`y` :`Ei.' '"vf+�'S:�%o" iC?.h'y
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST) -- - -- --
----------------------------------
C
FOUNDATION (2ND) - f
2
y 1 Ari �
ROUGH FRAMING&
PLUMBING ol
t
�15a5� /lob ��� llcs ,�dv/e g 1✓ceCs�Co�.
INSULATION PER N.Y.
STATE ENERGY CODE
_ L ..�
LYN
FINAL - i;.
ADDITIONAL COMMENTS
Py C l O�o�� �o
ro
r.,
0
x
- r�
�J:i�lJ.:pr
0 oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
i... _
For Office Use Only
r'� 2 iJ
PERMIT NO. 5 v J 6� Building inspector: DEC 2 8 I
2023
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an RVU'DIN'G
Owner's Authorization form(Page 2)shall be completed. ��+�'
Date:
OWNER(S) OF PROPERTY:
Name: i SCTM#1000- ro3b-) - 22
Project Address: 1I iT 80 ,1
Phone#: " Email: ; 00 • C o
Mailing Address:
CONTACT PERSON: '
Name:
Mailing Address: I
Phone#: — tq. 0 C � E ail: f e
DESIGN PROFESSIONAL INFORMATION: ` Co M
Name:
Mailing Address: ,—n
Phone#: 7 Email:
CONTRACTOR'IN FORlltl,�T,ICIN:
Name; 1
i.
Mailing Address: O o 11171
Phone#: 3 41 -79 Email:
-1 i C, co-Yl
DESCRIPTION OF PROPOSED CONSTRUCTION.-
❑New Structure VAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other x tI a' acdcJ +ice i�'�eZa' r%er-JC-ConS}rtic-lines $ 7 9-6 0 ()
Will the lot be re-graded? ❑Yes,KNo Will excess fill be removed from premises? ❑Yes J;�NN
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
r• 5
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑YesANo IF YES, PROVIDE A COPY.
0 Check Box'After'Reading: ,,The owner/contactor/design professional,is responsible for`aiidrairiage and storm'water issues as provided'by
To'chapter 236 of the _wn Code.4PPLICATION IS HEREBY,MADE to the Building Department for the issuance of a Building Permit pursuant.to.the Building Zone
'.
Ordinance of the Town.of Soauthold;Suffolk,County;'Newi York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
addi'tions;,alterations or forreinoval`o"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 ogpremises and in building(s)for necessary inspections.False statements made herein are
pudishable as a Class A misdemeanor pursuant.to Section 210.45 of the New York State Penal Law. - -
Application Submitted.By(print name): fA
`��,� �� Authorized Agent ❑Owner
Signature of Applicant:t4licant: Date:
g pp
STATE OF NEW YORK)
SS:
COUNTY OF SWq ) K )
0 i cha_e,1 l _I-e G�eA being duly sworn, deposes and says that(s)he is the applicant
(Name of individual sign con ract)above named,
(S)he is the
(Contract r,Agent, orporate Officer,etc.)
of said owner or owners, and is duly authorized to pe orm 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 f
�1 fH
day of J >ecennbep, , 20 ZJ
.7)U4,VA 7—
(gNot'ary Public
NOTARY PUBLIC S A E O N W
PROPERTY OWNER AUTHORIZATIONNo. Yor�;tic
- (Where the applicant is not the owner) QUALIFIED INS FFOLK COUNTYCOMiIfISSION EXP>RESJUNE30,2Q2,(p
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
BUILDING DEPARTMENT-Electrical Inspector
C*„ z TOWN OF SOUTHOLD
oy ! Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959
Telephone (631) 765-1802
Temporary Certificate # Date 2024
Customer Name Electrician Name
Address Nw Phone
e-mail e-mail
Phone License#
Size A Phase I Overhead t/ Underground #of Meters 1
Remarks
#of Underground Laterals 1 2 New
"H" Frame or Pole H P Fire Reconnect
Was work done on Service? Y/N Flood Reconnect
Old Meter#1 Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This verification is valid for 90 days from the date above.
Authorized by `
S eS\Jv,Ce
�--D v + 1 o b
N.s4�
Fp BUILDING DEPARTMENT- EI tr%kal Inspect 024
y TOWN OF SOUTH,
L FE8
Town Hall Annex - 54375 Main Road - PO Box 17,9Ams`t
- F.Y�67f� .&LjaCFiv+
^? Southold, New York 11971-0 '�6� �'
y�0 �p� Telephone (631) 765-1802 - FAX (631) J' -9502
roSerr(cDsoutholdtownny.Nov — seand(Q)southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 27
Company Name: eW T- FL Ps i C-
Electrician's Name: „- a c,kSa-^
License No.: /V� - (� p 1 ),2 Elec. email: k 5; FL�(-Tf?)L k)L - Calm
Elec. Phone No: 3)- _ q°l R V Cx request an email copy of Certificate of Compliance
Elec. Address.: �a:cs v, a i> WoL+I-vi /V
JOB SITE INFORMATION (All Information Required)
Name: -JAI
Address: 49 Q I- e_ Co • c i.� Jv,V
Cross Street: �r
Phone No.:
Bldg.Permit#: 5OZ63 email: toll S())-)cc(t @ Qoc>.c o`
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please,Print Clearly):
Vs�RW6 GF /iSfi woe? Qe,.,.,aWo n
')CO N )e, S e( Ace opt f ke- Square Footage: 2(b
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In Final
akonlZ4
Do you need a Temp Certificate?: YES ❑ NO Issued On11
Temp Information: (All information required)
Service SizeL91 Ph❑3 Ph Size: .0 0 A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Undergroundkoverhead
# Underground Laterals 1 2 H Frame M Pole Work done on Service? Dy
Additional information:)4L)G e-!-"c-e- rake p JcC�a oV
PAYMENT DUE WITH APPLICATION
e1a`I [awl
�i�-761
CZ-
i
PERMIT# Address:
Switches
Outlets
G F I's
Surface
Sconces
H H's u
UC Lts
Fans Fridge HW
Exhaust k4 Oven W/D a"r
Smokes DW Mini
Carbon Micro Generator
Combo I Cooktop Transfer
AC AH T Hood Service
Amps Have Used
Special: 1
Comments
C e
D 0 or
BUILDING DEPARTMENT Elefrlcal Inspect r
%16f FOZ 4- 9
SOUTH�L�
TOWN OF
n Road - PO Box,1 lZ21f-
Town Hall Annex - 54375 Mai
Southold, New York 11,971
�-9502
Telephone (631) 765-1802 - FAX (631)
"* Wr--.:. -D
ro -�southoldtownny.qov seand(c
gerr(c southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date: 27
Company Name: L euh-,-L,
Electrician's Name: TOLJ<5ey%
License No.: Elec. email:
Elec. Phone No: 63 cl 41 ltS' C request an email copy of Certificate of Compliance
Elec. Address.: view _,Ap; ov-v, �,e /V 11-7 4 2.
JOB SITE INFORMATION (All Information Required)
Name: �, ::4_
Address: 40_VACv r "-Ne— ` li 3
Cross Street:
Phone No.:
Bldg.Permit,#: 50 email: -J
_3
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION'OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
\)j
9 Q ru fce o e6 f ale- I Square Footage:: J
Circle All That Apply:
1:1 YES [:] Ro'ug In, tN�. It
Is job ready for inspection?
�k Final
,Do you need a Temp Certificate?: rxi 124 2 A
12 YE-SF-] NO Issued On'
Temp Information: (All information required)
Service Size�1 Ph❑3 Ph Size: _'_100 A # Meters Old Meterft
FNew ServiceF]Fire Reconnect F-]Flood Reconnect Elservice Reconnect[:]UndergroundkOverheacl
Underground Laterals 1 F-]2 F-] H Frame F-] Pole Work.done on Service? F]Y
Additional information:
PAYMENT DUE WITH APPLICATION
9 9A�L'T
CZ.
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
H H's ,
UC Lts Fridge HW POOL
Panel
Fans Mini Fr. W/D Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower L
AC AH Hood Blower
Service Amps2�fi Have Used
Sub Amps Have Used
Comments
Address.
ct-1 5
3 C-2
`,conceS 110
1 lrl`s 1
ON wnr-e,-E Ck
LIC LtS
Frid-ge 1 H VV
D W Mini
Micro Generator
(,Mbo 3 f-ooktop Transfer
AH Hood Service
Amps Have Used
to
-- -- -----------------
-------------
PLUMBING FIXTURES (CONT.)
GENERAL NOTES
9. LAVATORIES SHALL COMPLY W/SECTION P2711 DRAINAGE FIXTURE UNIT D.F.U.1 1 VALUES FOR VARIOUS PLUMBING MAX. FIXTURE UNITS ALLOWED TO
1 PLUMBING FIXTURES, DRAINS, APPURTENANCS &APPLIANCES 10. WATER CLOSETS SHALL COMPLY W/SECTION P2712 (D.F.U.)
USED TO RECEIVE OR DISCHARGE LIQUID WASTES OR SEWAGE 11. BATHTUBS SHALL COMPLY W/SECTION P2713 FIXTURES BE CONNECTED TO BRANCHES AND STACKS
SHALL BE DIRECTLY CONNECTED TO THE BUILDING SANITARY 12 SINKS SHALL COMPLY W/SECTION P2714 DRAINAGE FIXTURE UNITS
- DRAINAGE FIXTURE UNITS (D.F.U)VALUES NOM. PIPE SIZE ANY HORIZONTAL ANY ONE VERTICAL
DRAINAGE SYSTEM 13. LAUNDRY TUBS SHALL COMPLY W/SECTION P2715 (D.F.U)VALUES
2. THE W'ATERPDISTRIBUTION SYSTEM SHALL BE CONNECTED T 14. FOOD-WASTE DISPOSER SHALL COMPLY W/SECTION P2716 BAR SINK 1 1 " FIXTURE BRANCH STACK OR DRAIN
A PUBLIC WATER SUPPLY, OR AN INDIVUDUAL WATERS UPPLY. 1 Y4
15. DISHWASHERS SHALL COMPLY W/SECTION P2717 AND BE SUPLLIED IWTH AN AIR GAP BATHTUB 2 1 j2^ 3 4
3. SANITARY DRAINAGE PIPING SHALL BE CONNECTED TO A OR A BACKFLOW PREVENTER BIDET 1 2" 1
PUBLIC SWWER OR A PRIVATE SEWAGE DISPOSAL SYSTEM IN 16. THE DISCHARGE FROM A CLOTHES MACH ING SHALL BE THROUGH AN AIR BREAK CLOTHES WASHER STANDPIPE 2 2-/2"
COMPLIANCE WITH STATE OR LOCAL REQUIREMENTS DISHWASHER 2 3^
17. FLOOR DRAINS SHALL HAVE WASTE OUTLETS NOT LESS THAN 2" DIA. WITH A FLOOR DRAIN 0 4^ 160 240
4. INDIVIDUAL WATER SUPPLIES (PRIVATE WELLS) SHALL BE REMOVABLE STRAINER. 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 WATER HEATERS SHOWER STALL 2 MAX. FIXTURE UNITS ALLOWED TO
6. FINISHED FLOOS, WALLS, CEILINGS, TILE WORK RO ANY PART WATER CLOSET 1.6 GAL. PER FLUSH 3
WATER CLOSET ( MORE THAN 1.6 GAL. PER FLUSH) 4 BE CONNECTED TO THE BUILDING DRAIN,
OF THE 1UILDING THAT MUST BE CHANGED OR REPLACED SHAL 1. HOT WATER SHALL BE SUPPLIED TO PLUMBING FIXTURES AND APPLIANCES INTENDED FULL BATH GROUP W/ BATHTUB 1.6 GAL. PER FLUSH 5 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, 2 DRAIN VALVES FOR EMPTYING SHALL BE INSTALLED AT THE BOTTOM OF EACH HALF BATH GROUP W/ LAVATORY (1.6 GAL. PER FLUSH 4 BUILDING SEWER
NOTCHED OR ALTERED SHALL COMPLY W/R502.8, R602.6,R802.7, HALF BATH GROUP W/ LAVATORY GREATER THAN 1.6 GAL. PER FLUSH 5
TANK-TYPE WATER HEATER AND HOT WATER STORAGE TANK. KITCHEN GROUP (DW, SINK) 2 PIPE DIA. SLOPE PER FOOT
R802.7.1. HOLES SHALL COMPLY W/ R505.2.6, R603.2.6,R804.2.6, 3. THE WATER TANK SHALL BE INSTALLED WITH A PAN IF IN A LOCATION WHERE WATER LAUNDRY GROUP CLOTHES WASHER STANDPIPE & LAUNDRY TUB 1 1
8.METALLIC PIPING SHALL NOT BE PLACE DIN DIRECT CONTACT MUTIPLE BATH GROUPS: / INCH /4 INCH Y2 INCH
LEAKEAGE COULD CAUSE DAMAGE. 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
CORRO�'_IZVE SOIL. 2 BATHS 2- " - 24 31
SOURCE OF IGNITION IS 18" OR GREATER ABOVE THE FLOOR 2
9. PIPES PASSING THROUGH FOUNDATION WALLS SHALL BE 2.5 BATHS 9 36 42 50
PROVIDED A RELIEVING ARCH OR PIPE SLEEVE.
3 BATHS 180 250
10. SOIL OR WASTE PIPES SHALL NOT BE INSTALLED OUTSIDE OF SANITARY DRAINAGE 3.5 BATHS 10 41'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) DRAINAGE FIXTURE UNITS
P2607. PIPES PENETRATING EXTERIOR WALLS SHALL HAVE AN 3. JOINTS & CONNECTIONS IN THE DWV SYSTEM SHALL BE GASTIGHT AND WATERTIGHT DRAINAGE FIXTURE UNITS (D.F.U)VALUES (D.F.U)VALUES SIZE OF TRAP SLOPE DISTANCE FROM
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%4" 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 VENT SYSTEMS DISHWASHER ON SEPARATE TRAP 1/2" 3" Y 12
1
CORRECT RELATIONSHIP TO THE DIRECTION OF THE FLOW. FLOOR DRAIN KITCHEN SINK ONE OR TWO TRAPS 1/2" 4" /a 16
15. EACH LEGTH OF PIPE AND EACH PIPE FITTING, TRAP, FIXTURE1. PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL
LAUNDRY TUB 1-1/2"
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 1-1/2"
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 SLOPE
MORE 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 1-1/2" 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 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
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 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. PLUM131NG FIXTURES SHALL BE PROVIDED W/APPROVED 8. THE JUNCTURE OF EACH VENT PIPE SHALL BE MADE WATERTIGHT BY AN APPROVED ROOF 1-Y2" 1
STRAINERS FLASHING 4•ROOF VENT 211 4
3. FIXTURE TAIL PIECES SHALL NOT BE LESS THAN 1-%" DIA FOR 9.INDIVIDUAL BRANCH AND CIRCUIT VENTS SHALL CONNECT TO A VENT STACK, STACK m4 3"Y2" 6
SINKS, DISHWASHERS, LAUNDRY TUBES, BATHRUBS, AND VENT OR EXTEND TO OPEN AIR
12
4" 32
SIMILAR FIXTURES, AND NOT LESS THAN 1-Y4" DIA FOR BIDETS, 10. THE REQUIRED DIA. OF VENTS SHALL NOT BE LESS THAN ONE-HALF THE REQUIRED
LAVS DIA. OF THE DRAIN SERVED. THE REQUIRED SIZE FO THE DRAIN SHALL BE DETERMINED IN
4. FIXTURE INSTALLATION SHALL CONFORM TO SECTION P2705 ACCORDANCE WITH CHAPTER 30. VENT PIPES SHALL NOT BE LESS THAN 1-Y4" IN DIAMETER
5. WASTE RECEPTOR SHALL COMPLY WITH SECTION P2706 VENTS EXCEEDING 40' IN DEVELOPED LENGTH SHALL BE INCREASED BY ONE NOMINAL 1114 1 1n 11/4 1 114 1114 11n 1 114 1114 11/4 11/4 11n WASTE STACK VENT SIZE
6. APPROVED DIRECTIONAL-TYPE BRANCH FITTING SHALL BE PIPE SIZE FOR THE ENTIRE LENGTH OF THE VENT PIPE. I 3•FA.I. STACK SIZE MAX. NUMBER OF FIXTURE UNITS (D.F.U.)
INSTALLED IN FIXTURE TAILPIECES RECEIVING DISCHARGE FRO Dw SINK TOTAL DISCHARGE INTO WASTE STACK VENT
47
FOOD-WASTE DISPOSER UNITS OR DISHWASHERS FIRST FLOOR W.C. w.c. H
w.c.
"�"�PS Tus SH R SHOWER ONE BRANCH INTERVAL SIZE
7. SHOWERS SHALL COMPLY W/SECTION P2708 1/2" 1 2
8. SHOWE RECEPTORS SHALL COMPLY W/SECTION P2709 1. TRAPS SHALL BE O FSTANDARD DESIGN, SHALL HAVE SMOOTH UNIFORM INTERNAL C.O. 11/4 3 z z 11/4 3 z 1n z 11/4 3 2 4
2- 2" NO LIMIT 8
WATERWAYS,SHALL BE SELF-CLEANING ADN SHALL NOT HAVE INTERIOR PARTITIONS 4 NO LIMIT 24
EXCEPT WHERE INTEGRAL WITH THE FIXTURE. TRAPS SHALLHAVE A LIQUID SEAL OF NOT 4'C.I. COUNTY
NO LIMIT 50
HOUSE DEPT.OF HEALTH
LESS THAN 2"AND NOT MORE THAN 4" TRAP SERVICES
11/4 11/4 11n 3 APPROVED
SEWER LINE
.C.
SH dVER 33RINDE
���ED ARc BASEMENTPQ PUMP
PLUMBING SCHEMATIC
NTS
~-
-9 ` �366813'1 , O�
F OF NEB
It is a violation of NYS Law for any person, budischak Residence
unless he is actin under the direction of a 1484 Norbor Lane PLUMBING NOTES
P � i
. g
licensed professional engineer, to alter this Cutchogue, NY 11955 NTS December 5, 2023
drawing in anyway
APPROVED AS NOTED
OA •5-3s-24 B.P: 50 3(o3 COMPLY WITH ALL CODES OF
a g NEW YORK STATE&TOWN CODES
FEB BY: AS REQUIRED AND CONDITIONS OF
NOTIFY BUILDING DEPARTMENT AT
631-765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS:
FOUNDATION,TWO REQUIRED DID
FOR POURED CONCRETE
ROUGH-FRAMING&PLUMBING Din
INSULATION
FINAL•CONSTRUCTION MUST
BE COMPLETE FOR C-06
ALL CONSTRUCTION SHALL.MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR PLUMBER CERTIFICATION
DESIGN OR CONSTRUCTION ERRORS
ON LEAD CONTENT BEFORE
CERTIFICATE OF OCCUPANCY
SOLDER USED IN WATER
SUPPLY SYSTEM CANNOT
ELECTRICAL INSPECTION REQUIRED EXCEED 2/10 OF 1% LEAD.
-r -prov ode, rev i rtol cxhau4 vcn+i 1a4(on T PLUMBING
AL
Ir1 all IrPLUMBI NGWASTE"
bo&hroo" Q5 per 2020 ReyiGEelI1�iQ,I &WATER LINES 099-D
C c6c Or- TESTING BEFORt:COVERING
provide, sma Icf. and C-o jc�cc}ors
pry- -plan , RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE
24'
ol 8' 8' 8'
rr-
I
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I L-I-J I I I I I L- -J
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
14"SQUARE I I I I I I I I I I I I I I I
or 16"ROUND CONC. I I I 1 3-2x10 RPT Dk#2 I I 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
NOTE: PIER W/6 X 6 DF#2 i i i i BEAM
P.P.T. POST 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
ALL BASEMENT 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
STRUCTURAL MEMBERS
REMAIN AS IS,ANY I I I I I I I I I I I I I I I
UPDATES OR CHANGES I I 1 1 1 2 X 10 PPIT DF#2 I I I I I I I I I
I I I I I I I I I I I I I I
SHALL BE VERIFIED BY A I I I I 1 IDECk JOI�T I I I I
LICENSED PE. I I I I I kk"O.�i � I I I I I I I I I
ATTACH TO HO SE I I I I I�° 1Y `1' �I •) I I I I I I I I I
W/APPROVED METHODS 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
AND CONNECT ONS 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 1 I I I I
20' PER R507 I I I I I I I I I I I I I I I I
ol
I I I I I I I I I I I I I I I I I
---- ---L-- ---�-- - -- ---I--- ---1---1---L --1---L--J---� ---I--- ---I--- ------------------------------ --------
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--------------------------- ----------- ------ - I
� 1 � �� I I I I I I I I I I I I I I I I I I I
26-3 12' I I I I I I I I I I I I I I I I I I
-2 NTINOUS
R-20 FLOOR INSULATION
1 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 I I I I I I I I I I APPLIED TO EXISTING
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 I I I I I I I II II 1 I I I i BAND
42"HIGH INTERIOR DF #2HALF WALL BLOCK FOUNDATI
ON I
�LOOII JOI T
I I I I
I I I I I I I I I= I@ 16"0.�. (TYP.) I I I I I WALL
I
I I I I I
1 -1 LIVING ROOM ao I I I I I I I I to I I I I I I 1
iV EXERWE ROOM
NEW 30x30x16 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 1
CONCRETE 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 LAPS ON(6RAD6 I I I I SUPPORT PAD I I I I I I 315 DI/� U I I I I I I I I I I I I
UP W/3.5" DIA 1 I I I I I AKRON META I I IAF)oVE) I I I I I I
I I I I I I I I I I I I I I I I
AKRON METAL :;t I I I I I I I PbSTS1I(OR UAL) I I I I I I I I I
POSTS (OR EQUAL)01
I I I I I I I I I I I I I I I
27'-4"
I I I I I I I I
rII+IIIIIIIII 1II1IIIIIII1_ -iIIIIIIIIIII
- I 3680 I I--- I _i-"4 -III1IIIIIIIIIIIIII
--IIIIIIIIIIII
5080
CL 3680 I I I I I I I OEW�00x16 I I I I
BEDROOM 4 1 13-�X10 DF#2 �ONgRET� IMECH. I
8-0 280 ® RLOO UPPORT AD
R Ed.) �/3.516 DIA
I Io KR N M TAL
i i O EQI1AL) I I I
400 81Y2 10'-6" 1 1 i Z�
CX 14 EGRU
O 44'APF $' pJATH 4
I AX 15'-6Y2"� 3
4'
I11I11
I I I I I I I I I I I I I I I I
I CL 00 o I I I I I I I I I I I I I I I I I I I 1
1 08 I II 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
5080 I I I I I I I I I I I I I I I I
EGRESS WELL
I I I I I I I I I I I I I I I I I I I I I
AS REQ'D BY 3'
1 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
GRADE I _ I 1 I I I 1 I I I I I I I I I I I I
- J---1---1--- L---L---1---L--J---L-J I
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It is a violation of NYS Law for any person, TAMARA C. bILMEY budischak Residence
unless he is acting under the direction of a ARCHITECT 1480 rlarbo- Lane BASEMENT RENOVATION PLAN
licensed professional engineer, to alter this PLYWOOD studio Cutchogue, /NY 11935 1/4i, _- 11-011February 16, 2024 A- 1
drawing in anyway 20 /North 7th-ft, Allegany, /NY 14706
24' ol
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R-20 MIN.CLOSED
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It is a violation of NYS Law for any person, TAMARA C. HILMEY budischak Residence
unless he is acting under the direction of a ARCHITECT 1480 Harbor Lane FIRST FLOOR PLAN
PLYWOOD studio " _ ., A-2
licensed professional engineer, to alter this Cutchogue, NY 11935 1/4 - 1 -0 February 16, 2024
drawing in anyway 20/Iorth 7thft, Allegany, /YY 14706
12Lj 12
8 F- 8
RELIEF COLUMN
DETAIL(TYP.)
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FRONT ELEVATION
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It is a violation of NYS Law for any person, TAMARA C. bILMEY budischak Residence
unless he is acting under the direction of a ARCHITECT 1480 FRONT ELEVATION
Harbor Lane A-3
licensed professional engineer, to alter this PLYWOOD studio Cutchogue, AY 11935 1/4" = it-Off February16, 2024
drawing in any way 20 /Yorth 7thft, Allegany, NY 14706
ADDITIONAL NOTES LIGHT AND VENTILATION REQUIREMENTS(R303) -SMOKE ALARMS(R314) FOUNDATIONS AND CONCRETE DESIGN (11401-11) WALL COVERINGS POWER AND LIGHTING DISTRIBUTION
1.Building complies with NYS State Energy Code. 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 dwgs and install owner
2.Plumbing Contractor shall provide plumbing diagrams ordrawings. 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. a. in each sleeping room b.Floor,residential Irving areas=40 PSF ILL.+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 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 shall penetrate the wood 5/8"min, switches,light fixtures and other devices prior to installation.
and ventilation systems. vicinity of the bedrooms d.Snow loads=40 PSF per R702.3.5.1. 2.Receptacles shall be installed so that no point measured horizontally along the
5.Any additional foundation beams and supports shall be engineered C.on each additional story of the dwelling,including basements e.Actual weight transferred through foundation wall and footing does not exceed 3.Backer boards for wall the in tub and shower areas shall conform to floor line in any wall space is more than 6 feet from a receptacle outlet.
by a registered professional. and habitable attics 2200 PSF,assuming one bad-bearing interior wall and un-braced floorjoist spans 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 d.3'min.horizontally from the door of a bathroom with a tub 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. 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, 3.Alarm devices shall be interconnected that the actuation a.Basement walls,footings,and piers=3000 PSI 5.Exterior Covering(R703) of residential code.
and liquid fuel heating appliances. of one alarm will activate all the alarms in the dwelling unit per R314.4. b.Basement slab=3000 PSI
rq g pp 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 P 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 facto 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 eicterior wall envelope shall be designed and constructed to prevent the per E3901.5.
Y factory-built P Y P 9 P P 19
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 waterwthin 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 out-door 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, barner 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 ofthe 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 bads 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,odess than 12"below the
illuminate landings and treads per R303.7. 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 stairwa s shall be provided with an artificial light CARBON MONOXIDE ALARMS(R315)
Y P 9 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,silly gravel and shall comply with R703.15-R703.17. garage or accessory building,and in each detached garage 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
Y Y 9 Y 9 P �' panel siding shall be installed according electrical power per E3901.9.
other parts of the building. 2.Carbon monoxide alarms shall be installed outside each separate 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.
2.Locate,identify,shut oft,disconnect,and cap off utility services Mn sF Mln Room Dlmensrnn Min Ceilh services and g Height
sleeping area in the immediate vicinity of the bedrooms.Where a fuel 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. Habirabie Rooms(exc.ktcrera) 70 7' 7 buming 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 Haltways-Har"hie Na r/a 7 a carbon monoxide alarm shall be installed within the bedroom. 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. Harhwa non hab tWe nra rwa 6-6• 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
n- 9 Y Y 9 Y 9 P 9 9 9� 9
4.Provide and maintain shoring,bracing,and structural supports as required easements-Habtaae Na rwa 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,R703.1 t.2.2 or R703.11.2.3. and refrigeration equipment.The receptacle shall be located on the same level
to preserve stability and prevent movement,settlement,orcollapse of easenh ents-nothatxtade nra Na 6-e shall be provided where necessary to assure that no sleeping area on 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. Easem entgvaers,aact nra ma 6-0• 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 eathroms,Taiet,i-a,mrwRmms I oa I rfa 1 6-e- R9.5.2.3.1.1.1. b.4"perforated tile shall be placed around the perimeter of the building as shown to prevent entry of water into the wall cavity or penetration of water to the building disconnecting means per E3901.11.
damage to structure and interbrareas. 4.A carbon monoxide alarm shall be provided on every story that 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 exteriorwall finish. 10.All 125-volt,single phase,15-or 20-ampere receptacles installed in bathrooms
"from the centerof the fixture
6.Protect walls,ceilings,floors,and other existing finish work that are to remain. 5. Toilets shall be installed a min.of 15 contains a carbon monoxide source. drainage system. b.Flashing shall be installed at the following locations: shall have ground-fault circuit-interrupter protection for personnel per E3902.1.
Neatly 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. c.Exposed portion of basement or crawl space walls shall have foundation for i.exterior window and door openings, 11.All 125-volt,single phase,15-or 20-ampere receptacles installed in garages
Use cuttingmethods least like to damage construction to remain or adjoining clearances in figure R307.1. 6.Carbon monoxide alarms shall receive their primary powerfrom the
y 9 1 9 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,eledncal,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 perR308.
Table R403(1). v.where exterior porches,decks or stairs attach to a wall or floor assembly of 12.All 125-volt,single phase,15-or 2-ampere receptacles installed outdoors
Items that are damaged during construction work shall be fixed&retumed 7.Garage floor surfaces shall be a noncombustible material and sloped PROTECTION OF WOOD AGAINST DECAY(R317) g Damp roofing( ) 9 P P P P
9 9 10.Waterproofing and Dam roofn R406 wood-frame construction shall have round-faun circuit-interru ter protection for personnel per E3902.3.
too original condition. to a drain or main vehicle doorway per R309. .
r5 1 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 orwood that is bete below grade shall be dam roofed from the h' her 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 9 P P 9 P g PP 9
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. a.wood joists closerthan 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. 14.All 125-volt,single phase,15-or 20-ampere receptacles 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 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 followingunfinished basements shall have round-fault circuit-interrupter ter protection for
visible from the street fronting the roe per R319.1. periphery g P g g P
shall comply with R322. g property� b.wood girders closer than 12"to the exposed ground in crawl spaces orwthin spaces and floors below grade 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
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 buildingfoundation. to of the footing or 6"below the to of the basement floorto the finished grade. or a
aterelly 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'. P P ry P g P 9 approved equal. portions or areas of the basement not intended as habitable rooms and limited
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 comply with R3o2. 1/3 of the floor area of the room or space in which they are located. d.sills and sleepers on a concrete or masonry slab that is in direct contact of rush inhibitive paint ROOF-CEILING CONSTRUCTION surfaces shall have ground-fault circuit-interrupter protection for personnel per
5.Openings from a private garage directly into a room forsleeping purposes 13.Means of egress for mezzanines shal comply with R311. with the ground(exc.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 Intemational 1.In areas where expansive or collapsible soils are known to exist,all dwellings shall
moisture barrier) Wood columns shall be nominal 4"min.and steel columns shall be 3"dia.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 per ASTM A53 Grade B. within 6'of the top inside edge of a sink shall have ground-fault circuit-intertupter
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 1'-0",measured from exterior side of exterior finish,unless noted
f.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
self-closing device or automatic closer per R302.5.1. EMERGENCY ESCAPE AND RESCUE OPENINGS(R310) Engineered wood roof trusses shall be designed and pre.3 pared by a registered design less than 6"clearance from the ground or less than 2"vertically from concrete 13.Under Floor Space(R408) or 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 professional,submitted to the building official and approved prior to installation per R802.10.
steps,porch slabs,and patio slabs. a.Crawl space areas shall have ventilation openings through foundation or 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. 4.Trusses shall be braced to prevent rotation and provide lateral stability per R802.10.3.
r9 �' P P 9• g.wood structural members supporting floors or roots that are exposed to the exterior walls. Min.net area of openings shall be 1 SF min.foreach 150 SF 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 containingsleeping rooms shall have one emergency and escape 5.Truss members and components shall not be altered in any way without the approval
P 9 r9 cY P weather(exc.unless separated from such slab by an impervious moisture barrier) of under-floor space area. Ground surfaces covered by a Class I vapor retarder circuit-interrupter protection for personnel per E3902.8.
8.Garage shall be separated as required by Table R302.6,gypsum board opening for each sleeping room. of a registered design professional per R802.10.4.
P 9 P 9 h.wood firing strips or other wood framing members attached directly to the shall have a min.net area of openings of 1SF 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 dear 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-interrupter protection for personnel per
9.Walls separating dwellings and attics from the garage shall be covered by 5.7 SF 5 SF for grade 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 grade 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.
gypsum board or equivalent. horizontal area,horizontalprojection and width of 36",andproper draina e. 10.Pudins are continuous horizontal structural members located directly underthe rafters
9 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 20ampere outlets
11.Structures supporting floor/ceiling assemblies used for separation shall be Window wells with a vertical depth greater than 44"shall beequipped with a to support rafters and reduce the un-braced span.Installation is permitted as shown in
P 93.All wood in contact with the ground,embedded In concrete shall be approved ii.continuously operated mechanical exhaust ventilation system installed and in dwelling unit kitchens,family rooms,dining rooms,living rooms,parlors,
covered by not less than'/"gypsum board or equivalent. ladder or steps. a Figure R802.5. .
PPT wood per R317.1.2. perimeter walls insulated 1 libraries,dens,bedrooms,sunrooms,recreation moms,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 4.Approved PPT wood shall be used for portions of wood members that forth the iii.conditioned air supply system is installed and perimeter walls insulated 11.Brace ridges,hips,valleys and puoins to beam or bearing wall w/(2)2 x 4 at 64"O.C. 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 fur operable and a 36"min.height path is provided e.18"x 24"min.access floor opening or 16"x24"min. erimeterwall 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.
P P 9 y P 9 P P structural supports of buildings,balconies,and porches when those members are P 9 P P 9 P P
within this area. wood or metal and not less than 3"on masonry or concrete per R802.6.
to a court or yard. exposed to the weather per R 317.1.3. is required for all under-floor spars. 21.At least one wall switch-controlled lighting outlet shall be installed in every
13.Firebbcking shall be provided to cut off both vertical and horizontal concealed 6.Replacements windows are exempt from height requirements per R310.2.5. 5.Wood columns shall be approved PPT per R317.1.4. 14. Exterior insulation applied to basement walls,craw space walls,and the 13.Cutting,drilling,and notching of structural roof members shall comply with section habitable room and bathroom per E3903.2.
draft openings and to form an effective fire barrier between stones and between 7.Doors used as an emergency escape and rescue opening shall be R802.74 and R502.8.1.
rJ cY 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 coin w/section R310.3.1 14.Framing of openings shall be in accordance with section R802.9.
9 Pty 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.Firebbcking shall be provided: 7.Fasteners shall be of hot-dipped,zinc-coated galvanized steel,stainless steel, 15. Roof assemblies shall have uplift resistance in accordance with sections R802.11.1.1 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.Root sheathing shall conform to section R803.
horizontally g MEANS OF EGRESS(R311) HEADERS AND BEAMS outdooregress 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
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 A vehicle door in r garage shall not be considered as r i outdoor egress door.
path of vertical and horizontal egress travel from all portions of the dwelling to the radio or inspection agency and have design values certified b an be 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 9 1.Interior walls have 2 x 4 studs @ 16"O.C.,exterior walls have 2 x 6 studs @ grading P 9 �' g 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
required egress doorwithout requiring travel thou h a garage. accreditation body that complies w/DOC PS 20. with section R806.
combustion q 9 g g g 16"O.C.,unless noted otherwise. 2.Girder and Headers ens for exterior bearing walls shall be specified control the lighting outlets where the stairway between floor levels has six or more
d. concealed spaces between stair stringers at the top 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 P 9 P Per 18.Unvented attics and unvented enclosed roof framing assemblies shall be permitted
P 1 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.
e. chimneys and fireplaces(per R1003.19). 9 20'in length. P 24.In attics,under-floor spaces,utility rooms and basements,at leas!one lighting
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 halfway or other readily 15.Dreftstopping shall be installed per R302.12. 9 3.Lumber species is Douglas Fir-larch for common rafters,joists and beams P 9 Y outlet shall be installed where these spaces are used for storage or contain
3.Landings shall be located on each side of the egress doorwith 36"min.clear Table R602.7(2). accessible location per R807.1.
16.Floor assemblies shall be provided with a/"gypsum wallboard membrane, 9 e9 20'or greater in length. P equipment requiring servicing.Such lighting outlet shall be controlled by a wall
inches measured in the directbn of travel. The slope at exterior landings 4.Maximum spans for wood structural panel box headers shall be specified 20.Where root itch is less than 3:12,structural members that support rafters shall be
5/8"wood structural panel membrane,or equivalent on the underside of the floor P 9 4.Modulus of elasticity for microlam laminated veneer lumber is 1.9 x 10,000,000. P pP° 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 to of the threshold. 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
9 P and/or solid blocking. g g or near the equipment requiring servicing per E3903.4.
5.Egress from habitable levels including habitable attics and basements not 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
9 9 6.Dimensions for interior walls are to face of stud. P 9
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 outlets in attached and detached garages with electric power per E3703.5.
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.
2. New fill to be dean of organic material, design professional,submitted to the building official and approved priorto 7.Studs shall be continuous from support at the sole plate to a support at the ROOF ASSEMBLIES WIRING METHODS
3. Add additional new fill as needed. STAIRWAYS AND HANDRAILS(R311.5-R311.8.3.3) installation per R502.11. top plate to resist loads perpendicularto the walls.
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 any way without the 8.Joists shall be supported laterally at the ends by full depth solid blocking 1.Roof decks shall be covered with approved mot 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. primary designed self-supporting p g' g p P per R502.7. building or structure per Chapter 9 in accordance with approved manufacturer 2.Cables shall be protected b guard strips p
p y p g prima structure or shall be des' red to be selt-su rtin per R311.5.1. approval of a registered design professional per R502.11.3. p y g ps when run across the to of floor
supported lateral 2 x 12 shall be su Joists exceeding pp laterally by solid blocking,diagonal instructions.
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 9. joists in accessible attics and roofs paces per E3802.2.1.
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
. pockets in CONC. . , , so as not to damage handrail and 27"min.with two handrails.Handrails shall project 4-1/2"max.on member,and shall not be boated in the middle one-third of the span per R502.8. 10 All steel beams to bear 3 112"on beam walls slope or direction around roof openings where the eave of a sloped roof 9 the cable per E3802.6.
either side of the stairway. 11.Notches at the ends of the member shall not exceed''/,of the depth of the member. 11.The ends of each joist,beam or girder shall have 1-1/2"min.bearing on intersects a vertical sidewall. 4.Insulated conductors and cables installed in raceways in wet locations above
4.Headroom shall be 6'-8"min.. 12.Any stud in an exterior wall or bearing partition may be cut or notched to a depth wood or metal and not less than 3"on masonry or concrete per R502.6 or be 3.Metal fashings shall be corrosion resistant per R903.2.1 grade shall be listed per E3802.8.
5.Vertical rise for a flight of stairs is 147"max.between floor levels or IandinGs. 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
Laminated Veneer Lumber(LVL)may be substituted on an equivalent and with the building or structure to which the materials are applied.
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. 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.
engineering and plans. 6.Ice barrier shall be applied per R905.1.2. For low slope to 8:12 slope roofs, 1.A continuos bad path shall be provided to transmit uplift forces
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 composite lumber,structural engineering
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.
shall not exceed the smallest in more than mor3/8"e
ex glue-laminated where
members,cross-laminated timber members or I foists are prohibited 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
8.Open risers provide that openings boated more than 30"to the floororgrede except where permitted by the manufacturer or registered design professional per ENERGY EFFICIENCY 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. R502.8.2. 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 at the top and bottom of the stairway with 36"min. 15.Drilling and notching of studs and top plate shall comply with R602.6. 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 lumber(R602.2) protective covering to coverthe exposed exterior insulation and shall extend 6"min. undedayment shall be used for 4:12 slope girder connections(including windows and doors),column to foundation and
10.Handrails shall be provided on one side min.of each continuous run of treads 17.Stud size,height and spacing shall be in accordance with Table R602.3. 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 forwind speeds in accordance w/R 905.2.4.
11.Handrail height shall be 34"min.-38"max.and have a space of not less overlapping 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. Undedayment 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. 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 20.Joists under parallel bearing partitions shall be(2)2 x 10 unless noted otherwise 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 orterminate in newel posts. on plan.If(2)2 x 10 need to be separated for piping etc.they shall be full depth solid
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 stopped and insulated per N11shall b. installed shall be designed and constructed to support the bads imposed by such
p perR502. 5.Floor framing-cavity insulation shall be installed to maintain permanent contact systems in accordance with Chapters. WIND-BORNE DEBRIS
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 orconcrete. 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.
least 1 1/4"and not greater than 2". post and beam or girder construction is used to support floor faming,positive 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.
CIF D Are 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
t 8.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
. C ' / and not greaterthan 6 114"with a maximum cross section dimension of 2 114". R502.9. crawl space is not vented to the outside. cut to size and ready to use.
( �/'f T��L. Ef// 15.Alternating tread devices and ships ladders shall not be used as a means 23.Floor openings shall comply with R502.10.
�y ,10.( .{. 1� .4 g 9.Air leakage testing-the dwelling unit shall be tested and verified as having an air
/f/f + of egress. 24.Components of exterior walls shall be fastened in accordance with
ti leakage rate not exceeding three air changes per hour,testing shall be conducted
(-, r \' `\ 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 perR311.8.1. 25.Wall to foundation orfloor connection shall compywRable R603.3.1.
++' j( 10.Air barrier and Insulation Installation shall be per Table N1102.4.1.1.
r, ) *I 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 to determine air leakage per methods in N1103.3.3.
, ; i/r 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
/.1 yi L 1 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 N1104.1.
r4`' ""/, / along stairs per RR312.1.2. 29.Pressure treated silt plates at garage and other locations where sill plate is
�t '•Rk_r;r r,, �-/ 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. 14.Eave baffles shall be installed per N1102.2.3 when required.
�f '7kifi" d 19.Window fall protection shall be provided where the to of the sill of an operable 30.Engineered I-Joist floor stems shall be designed and prepared b are registered/ ; P P P P g 9 P P y g 15.Whole house mechanical ventilation systems shall meet the efficacy requirements
41 Q� N��� window opening is located less than 24"above finished floorand greaterthan design professional,submitted to the building official and approved priorto installation.
72"above finished grade per R312.2. 31.All exterior deck framing shall comply with R507. of Table N1103.6.1.
32.All items are new unless noted otherwise.
It is a violation of NYS Law for any person, TAMARA C. HILMEY budischak Residence
unless he is acting under the direction of a ARCHITECT BUILDING NOTES
PLYWOOD studio 1480 f�arbor Lane A-4
licensed professional engineer, to alter this Cutchogue, NY 11955 NTS February 16, 2024
drawing in any way 20 North 7th/t, Allegany, /YY 1470E