HomeMy WebLinkAbout51237-Z aof s°�ryo(o Town of Southold
* * P.O. Box 1179
0 53095 Main Rd
CO a Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47082 Date: 05/21/2026
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 1900 Gillette Dr East Marion, NY 11939
Sec/Block/Lot: 3 8.-2-20
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/12/2024
Pursuant to which Building Permit No. 51237 and dated: 10/03/2024
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:
Single-family dwelling with a finished basement (with a bathroom and wet bar-no
bedrooms), front covered porch, rear deck, and an attached garage as applied for.
The certificate is issued to: BMB Homes Inc
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-1123 9/18/2025
ELECTRICAL CERTIFICATE: 25-100667 3/3/2025 & 25-910 10/30/2025
PLUMBERS CERTIFICATION: ShirleyPlumbers 8/18/2025
Au a ignature
�aoFsoaryo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
' b SOUTHOLD, NY
{
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51237 Date: 10/03/2024
Permission is hereby granted to:
BMB Homes Inc
170 S Penataquit Ave
Bay Shore, NY 11706
To:
Construct a single-family dwelling with HVAC system as applied for per SCHD approval.Amended -
01/24/25- to include a finished basement.Amended 5/21/26 to reduce the front porch.
Premises Located at:
1900 Gillette Dr, East Marion, NY 11939
SCTM#38.-2-20
Pursuant to application dated 08/12/2024 and approved by the Building Inspector.
To expire on 10/03/2026.
Contractors:
Required Inspections:
DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, PLUMBING,
ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION, ELECTRICAL-FINAL, INSULATION, FIRESAFETY
INSPECTION, FIRE RESISTANT CONSTRUCTION, FINAL,
Fees:
Single Family Dwelling-NEW $1,825.00
CO Single Family Dwelling-New $100.00
Amendment Fee $444.00
ELECTRIC -NEW CONSTRUCTION $200.00
Amendment Fee $0
Total $2,569.00
S:�M
Building Inspector
�*of Sao ryo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51237 Date: 10/03/2024
Permission is hereby granted to:
BMB Homes Inc
170 S Penataquit Ave
Bay Shore, NY 11706
To:
Construct a single-family dwelling with HVAC system as applied for per SCHD approval.Amended -
01/24/25- to include a finished basement.
Premises Located at:
1900 Gillette Dr, East Marion, NY 11939
SCTM#38.-2-20
Pursuant to application dated 08/12/2024 and approved by the Building Inspector.
To expire on 10/03/2026.
Contractors:
Required Inspections:
DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , PLUMBING,
ELECTRICAL- ROUGH, FIRE RESISTANT PENETRATION , ELECTRICAL- FINAL, INSULATION , FIRESAFETY
INSPECTION, FIRE RESISTANT CONSTRUCTION , FINAL,
Fees:
Single Family Dwelling-NEW $1,825.00
CO Single Family Dwelling-New $100.00
Amendment Fee $444.00
Total $2,369.00
Building Inspector
ho�aVsouryo`o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
' TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION.OF THE WORK AUTHORIZED)
Permit#: 51237 Date: 10/03/2024
Permission is hereby granted to:
Petros A Mamais
179 Executive Dr
Manhasset Hills, NY 11040
To:
Construct a single-family dwelling with HVAC system as applied for per SCHD approval.
Premises Located at:
1900 Gillette Dr, East Marion, NY.11939
SCTM#38.-2-20
Pursuant to application dated 08/12/2024 and approved by the Building Inspector.
To expire on 10/03/2026.
Contractors:
Required Inspections:
DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, PLUMBING ,
ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION, ELECTRICAL- FINAL, INSULATION, FIRE SAFETY
INSPECTION, FIRE RESISTANT CONSTRUCTION, FINAL,
Fees:
Single Family Dwelling-NEW $1,825.00
CO Single Family Dwelling-New $100.00
Total $1,925.00
Building Inspector
East End Inspection Agency, LLC
P.O. Box 35
East Quogue, New York, 11942
(631)594-2272 Fax (631)594-2598 EE
office a@eastendinspectionagency.com Fast Fncl InsnPr_tinn AnPnc
CERTIFICATE OF ELECTRICAL COMPLIANCE
This Certificate of Compliance1A ,
li to to ens ection and compliance of electrical equipment and/or work
described below, installed.,bylliabli nt a nc�n afjer inal inspection date listed.
Owner: Marianna August Date: October 30, 2025
Address: 170 S. Pemataqui� NOV 1 0 2Q25 Certificate No: 25-910
Bayshore, NY 11706
E 11(!11 a1c�1tD
-t.- tioniofi roperty Inspected
1900 Gillette Dr, East Marion, NY 11939
STCM 1000 Section: 038 Block: 02 Lot: 020 Permit 51237.
[X] New
[X] Residential
[X] Basement [X] 1st Floor [X] 2nd Floor [X] Garage [X] Service [X] Southold Town Completed Roughing
Fixture Outlets -73 1-40-200 1 - Septic System
Incandescent Fixtures- 6 1-3-20 Septic 1 septic disconnect
Outlets-59 Switches- 31 Special Rec. -4-20 Amp
GFCI Receptacles - 11 Ranges- 1- Gas Meters- 1
Dishwashers- 1-20 Amp Dryer- 1- 30 Amp
Washer- 1-20 Amp CO Det -3
Smoke.Det- 8 Service Disconnect- 1 cb
AC Units- 1 30 Amp Other Fixtures - 67- Led
Electric Service - 200 Amp Dimmers - 11
Service Cond Size- 1 4/o Alum. ACFI Breakers- 25
Date of Roughing Inspection: Date of Final Inspection: 10/3/2025
The electrical work and/or equipment described above were inspected and appear to be in compliance with
local, state and national electrical code requirements at the time of inspection.
Installer Big Bear Electric License 43841 ME
460 Carnation Rd
Shirley , NY 11967
Electrical
Edward Seltenreich
East End Inspection Agency, LLC
P.O. Box 35
East Quogue, New York, 11942
(631) 594-2272 Fax(631) 594-2598 EE
ofcea@eastendinspectionagency.corn Fa St Fncl InSnPr_tinn AC1P.r1[
CERTIFICATE OF ELECTRICAL COMPLIANCE
This Certificate of Compliance is'li-pp d t hEUns�e' 'io {�u-ar�d comply nce of electrical equipment and/or work
described below,.installed b the. : scan an not after the:final inspection date listed.
Owner: Marianna August L+ NOV 1 2 2025 ,�pIte: October 30, 2025
Address: 170 S. Pemataquit Ave Certificate No: 25-910
Bayshore, NY 11706
Location of Property Inspected
1900 Gillette Dr, East Marion, NY 11939
STCM 1000 Section: 038 Block: 02 Lot: 020 Permit 51237
[X] New
[X] Residential
[X] Basement [X] 1 st Floor [X] 2nd Floor [X] Garage [X] Service [X] Southold Town Completed Roughing
Fixture Outlets -73 1-40-200 1.- Septic System
Incandescent Fixtures - 6 1-3-20 Septic 1 septic disconnect
Outlets-59 Switches - 31 Special Rec. -4-20 Amp
GFCI Receptacles - 11 Ranges - 1- Gas Meters- 1
Dishwashers- 1-20 Amp Dryer- 1- 30 Amp
Washer- 1-20 Amp CO Det - 3
Smoke Det-8 Service Disconnect- 1 cb
AC Units- 130 Amp Other Fixtures - 67- Led
Electric Service - 200 Amp Dimmers - 11
Service Cond Size - 1 4/o Alum. ACFI Breakers -25
Date of Roughing Inspection: Date of Final Inspection: 10/3/2025
The electrical work and /or equipment described above were inspected and appear to be in compliance with
local, state and national electrical code requirements at the time of inspection.
Installer Big Bear Electric License 43841 ME
460 Carnation Rd
Shirley , NY 11967
Electrical
Edward Seltenreich
Congcvch on s cv-%u
Certificate of Compliance
...................................................................................................................................................................................................
CERTIFIED ELECTRICAL INSPECTIONS, INC.
188 PARK AVENUE
AMITYVILLE, NY 11701
P: (631) 598-5610
..............................................................................................................................................................................................
CERTIFIES THAT
Upon the application of Upon premises owned by
Big Bear Electrical Contracting Marianna August
460 Carnation Dr 1900 Gillette Dr
Shirley, NY 11967-1244 East Marion, NY 11939
Located at: 1900 Gillette Dr,
East Marion, NY 11939
Application Number#: 25-100667 Certificate#: 25-100667
Electrical License#: ME-43841
Section: Block: Lot: Building Permit#: 51237
Described as a Residential occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Service Equipment- CONSTRUCTION POLE
A visual inspection of the premises electrical system, limited to electrical devices and wiring to
the extent detailed herein,was conducted in accordance with the requirements of the applicable
code/or standard promulgated by the State of New York, Department of State Code Enforcement
and Administration, or other authority having jurisdiction, and found to be in compliance therewith
on the 3rd day of March 2025
! E E 9 W E 'F+ Electrical Inspector: Anthony Giordano
AR ,,,,,,,,,,���� ,,,,,,,,
- 3 2025 �w...........w
APPROVED!o=
Bu !ling Department � ,�• '
T ,vn of Southold '
�Town Hall Annex � le ne 1 76 80� 4}
54375 Main Road
P.O.Box 1179 }
Southold,NY 11971-0959
BUILDING DEPARTMENT ;;
S E P 15 2025 TOWN OF SOUTHOLD
CERTIFICATION
Date:
Building Permit No. S I
Owner: , — P (-I /` N /{ P n lil lit
(Please print)
Plumber: i��C� �
(Please print)
Z-Te �pt1a ; . 14^D
I certify that the solder used in the water supply system contains less than 2/10 of 1%lead.
e Sew--
(Plumbers Signature)
Sworn to before me this
day o V-r' G , 20_k'!�
otary Public,Jr County
JOHN E. MESSINETTI, JR.
Notary Public-State of New York
No. 01 ME5020936
Qualified in Suffolk County 1
Commission Expires 12/06/20.),'�-
gf SOUTyolo
# # TOWN OF SOUTHOLD.BUILDING DEPT.
cou ,N 631-765-1802
INSPECTION
FOUNDATION `IST/-REBAR� ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION_
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
MARKS: 1- m c�UVU
6) c,
DATE ANSPECTOR
�o�aUF SOUTyOIo
# TOWN OF SOUTHOLD BUILDING DEPT.
coum, 631-765-1802
INSPECTION
[ ] F ATION 1 ST/ REBAR [ ] ROUGH PLBG.
FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS•
O `
DATE SOY INSPECTOR.
OF SOUTyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG.
[ .] FOUNDATION 2ND [ ] .INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[_ ] CODE VIOLATION [ ] PRE C/O' [ ] RENTAL
REM AR S:
IJ
DATE Yg 1'J INSPECTOR
OF SOGTyo�
# # TOWN OF SOUTH.OLD BUILDING DEPT.
courm,�'�' 631-765-1802
INSPEC , ON
[ ] FO ATION 1ST/ REBAR [ ROUGH PLBG.
[ ] -OUNDATION 2ND [ ] INSULATIOWCAULKING
FRAMING /STRAPPING [ ] FINAL
r
] FIREPLACE & CHIMNEY` [ ] .FIRE SAFETY. INSPECTION
[ ] -FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL
REMARKS:
n
DATE ZS INSPECTOR
�o' pF SOUjyo� -
# TOWN OF SOUTHOLD BUILDING DEPT.
�`y�0UNi1e 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[. ] FOUNDATION 2ND [ ] -INSULATION/CAULKING
[ ]. FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[. ] FIR RESISTANT CONSTRUCTION [ ] FIRE RESISTANT'PENETRATION
[ ] LECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL)
[ CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS_ : "V-1-v
wv\ � vn� K
WA Lyz hk� on 4L*� 4v
mt4i� r
--4 mLfLt4
DATE ?✓' Y,S INSPECTOR
hO�*pF SOUIyO�
# # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTI'ON '
[ .] FOUNDATION 1 ST/ REBAR [ ] RPIGH 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. C C VA 1 S
��12G��n �OM fll ate-. Ait PWtAA I1��
5 Cove( /l� • loLvbe d ooZ �t5� gescdf5 �.
Am h UG{.PS 3,1- S
�
DATE 3'���Si INSPECTOR
OF SOUTyOIo
# . # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [Y(FINAL AMP
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: A PO-deJ s Ae,
i�/Piii \• �l(�lN�� G/OC)� ��SlJ//' 1L /�/I�Y UIJ.� t�:--� . �j�l
��t.,t�f�',�_,J • (/� ��C%�'7iit/i r.��� �1/ I (/f'�- � �1 i'U/lGr-C/`. ��11: [:���,_i
DATE INSPECTOR
rtsf so
TOWN OF SOUTHOLD BUILDING DEPT.
10u�r+0�' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ODE VIOLATION . [ ] PRE C/O [ ] RENTAL
REMARKS: Cm-� d tz&k I 12e�U
l0:` 0
DATE INSPECTOR
r'
OE SOUTyo�
TOWN OF SOUTHOLD BUILDING DEPT.
couto, �o 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[/] CODE VIOLATION [ ]. PRE C/O [ ]. RENTAL
REMARKS: o e aA C612 " oAS M a�X e,
i2o�r�� �i2�t��- ( oL�Za,rrUis 746 ��i�s•
DATE INSPECTOR
Load Short Form Job: MF565
Date: Jun 21,2024
System 1 By: Michael Fauci
u
:.` Energy Testing Services
1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:861862
Project • •
For: Brian August
1900 Gillette Drive, East Marion, NY 11939
Phone: 516-234-8303 SEQ
Design Information
,n.
Htg Clg Infiltration
Outside db (OF) 19 82 Method Blower door
Inside db(OF) 70 75 Shielding/stories 3 (partial)/2
Design TD (OF) 52 7 Pressure/ACH/AVF 50 Pa/3.0/798 cfm
Daily range - L
Inside humidity (%) 50 50
Moisture difference (gr/lb) 44 37
HEATING EQUIPMENT COOLING EQUIPMENT
Make York Make Carrier
Trade YORK BY JOHNSON CONTROLS Trade 15 SEER2 AC
Model TM9E040A10MP12 Cond GA5SAN42400WA0
AHRI ref 203324410 Coil FMU4Z3000AL1
AHRI ref 207958879
Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2
Heating input 40000 Btuh Sensible cooling 16520 Btuh
Heating output 38000 Btuh Latent cooling 7080 Btuh
Temperature rise 44 OF Total cooling 23600 Btuh
Actual air flow 787 cfm Actual air flow 787 cfm
Air flow factor 0.064 cfm/Btuh Air flow factor 0.052 cfm/Btuh
Static pressure 0.60 in H2O Static pressure 0.60 in H2O
Space thermostat Load sensible heat ratio 0.83
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft2) (Btuh) (Btuh) (cfm) (cfm)
Kitchen 205 2325 5135 149 268
Dining Room 153 2449 2326 157 121
Family Room 300 2776 4334 177 226
Living Room 150 1606 2220 103 116
Foyer 59 886 222 57 12
Powder 39 1245 368 80 19
Laundry 23 505 309 32 16
Mud 32 518 169 33 9
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
p wrightsoft" 2024-Jun-2110:55:49
,�n A �u=... �.-.,. -.,..».,,, Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 1
lYl 6x ...1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJ8 Front Door faces:NE
System 1 961 12310 15083 787 787
Other equip loads 0 0
Equip. @ 0.87 RSM 13152
Latent cooling 3051
TOTALS 1 961 1 12310 1 16204 1 787 I 787
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
- - wrightsoft" 2024-Jun-21 10:55:49
Right-Suite®Universal202323.0.01 RSU30008 Page
�+ ...1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJB Front Door faces:NE
Load Short Form Job: MF565
Date: Jun 21,2024
System 2 B Michael Fauci
Energy Testing Services
1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8618624
Project • . •
For: Brian August
1900 Gillette Drive, East Marion, NY 11939
Phone: 516-234-8303
Design Information
Htg Clg Infiltration
Outside db (OF) 19 82 Method Blower door
Inside db(OF) 70 75 Shielding/stories 3 (partial)/2
Design TD (OF) 52 7 Pressure/ACH/AVF 50 Pa/3.0/798 cfm
Daily range - L
Inside humidity(%) 50 50
Moisture difference (gr/lb) 44 37
HEATING EQUIPMENT COOLING EQUIPMENT
Make York Make Carrier
Trade YORK BY JOHNSON CONTROLS Trade COMFORT 15 SEER2 AC
Model TM9E040A10MP12 Cond 24SCA518WC0300
AHRI ref 203324410 Coil FMU4Z3000AL1
AHRI ref 207904371
Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2
Heating input 40000 Btuh Sensible cooling 12600 Btuh
Heating output 38000 Btuh Latent cooling 5400 Btuh
Temperature rise 58 OF Total cooling 18000 Btuh
Actual air flow 600 cfm Actual air flow 600 cfm
Air flow factor 0.048 cfm/Btuh Air flow factor 0.047 cfm/Btuh
Static pressure 0.60 in H2O Static pressure 0.60 in H2O
Space thermostat Load sensible heat ratio 0.92
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft2) (Btuh) (Btuh) (cfm) (cfm)
B1 Bath 65 1345 395 65 19
Bedroom 4 125 1461 2742 71 129
Bedroom 2 141 2128 2838 103 133
Bath 60 857 324 41 15
Bedroom 3 168 2754 3068 133 144
Bedroom 1 243 3707 3356 179 158
B1 WIC 48 178 42 9 2
Hall 64 0 0 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoft- 2024-Jun-21 10:55:49
.•: o-. ..g <. Right-Suite®Universal 2023 23.0.01 RSU30008 Page
...1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJ8 Front Door faces:NE
System 2 913 12431 12764 600 600
Other equip loads 0 0
Equip. @ 0.87 RSM 11130
Latent cooling 1041
TOTALS I 913 I 12431 I 12171 I 600 I 600
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-{�- wlrights*W 2024-Jun-21 10:55:49
I~ Right-Suite®Universal202323.0.01 RSU30008 Page
+ + ...1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJ8 Front Door faces:NE
Building Analysis Job: MF565
Y Date: Jun 21,2024
System 1 By: Michael Faucl
Energy Testing Services
1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8618624
Project Information
For: Brian August
1900 Gillette Drive, East Marion, NY 11939
Phone: 516-234-8303
D- • Conditions
Location: Indoor: Heating Cooling
Montauk AP, NY, US Indoor temperature (T) 70 75
Elevation: 7 ft Design TD (T) 52 7
Latitude: 41°N Relative humidity (%) 50 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 43.6 37.0
Dry bul b(T) 19 82 Infiltration:
Dailyrange (T) - 12 ( 1 ) Method Blower door
Wet bulb(°F) - 72 Shielding/stories 3 (partial)/2
Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/798 cfm
Component Btu h/fF Btuh % of load
Walls 2.1 2952 24.0
Glazing 15.4 2147 17.4 wills
Doors 14.9 592 4.8
Ceilings 2.0 232 1.9
Floors 0.0 5 0.0
Infiltration 2.2 2337 19.0
Ducts 4045 32.9
Piping 0 0
Humidification 0 0 Gaarg
Ventilation 0 0 i
Adjustments 0 tabcn
Total 1 112310 1 100.0ar>er
Iftwe
Me
Component Btuh/ftz Btuh % of load
Walls 0.5 653 4.3 NIS
Glazing 21.8 3023 20.0
Doors 6.6 260 1.7 Gadrg
Ceilings 0.7 80 0.5
Floors 0.0 1 0.0
Infiltration 0.1 147 1.0 ctff lrisrdGins.
Ducts 2968 19.7
Ventilation 0 0
Internal gains 7950 52.7
Blower 0 0
Adjustments 0
Total 1 1 150831 100.0
Latent Cooling Load = 3051 Btuh
Overall U-value =0.056 Btuh/ftz-°F, Window/Floor Area =14.5%
Data entries checked.
A&- wrightsOft- 2024-Jun-21 10:55:49
Right-Suite®Universal 2023 23.0.01 RSU30008 Page l
��+ ...1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJ8 Front Door faces:NE
BuildingAnalysis Job: MF565
s Date: Jun 21,2024
System 2 By: Michael Faucl
Energy Testing Services
1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8618624
Project Information
For: Brian August
1900 Gillette Drive, East Marion, NY 11939
Phone: 516-234-8303
Design Conditions
Location: Indoor: Heating Cooling
Montauk AP, NY, US Indoor temperature (7) 70 75
Elevation: 7 ft Design TD (T) 52 7
Latitude: 41°N Relative humidity (%) 50 50
Outdoor: Heating Cooling Moisture difference(gr/lb) 43.6 37.0
Dry bulb(°F) 19 82 Infiltration:
Dailyrange (T) - 12 ( I ) Method Blower door
Wet bulb(°F) - 72 Shielding/stories 3 (partial)/2
Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/798 cfm
Component Btuh/ft2 Btuh % of load
Walls 2.7 3087 24.8
Glazing 15.5 1571 12.6 V%IIS Ott
Doors 0 0 0
Ceilings 2.2 1978 15.9
Floors 1.4 91 0.7
Infiltration 2.2 2297 18.5
Ducts 3407 27.4
Piping 0 0 -
Humidification 0 0 Gazing
Ventilation 0 0 \Inliltra6cn
Adjustments 0 clings
Total 12431 100.0 cher
Component Btuh/ftz Btuh % of load
Walls 0.6 683 5.4 VIdIs
Glazing 22.4 2276 17.8
Doors 0 0 0 Gaarg,
Ceilings 0.6 538 4.2
Floors 0.2 13 0.1
Infiltration 0.1 144 1.1 Oilirgs__ _ tr 3TdGirs
Ducts 2569 20.1 --
Ventilation 0 0 C1ta
Internal gains 6540 51.2
Blower 0 0
Adjustments 0 i�
111
Total 1 1 127641 100.0
Latent Cooling Load = 1041 Btuh
Overall U-value=0.208 Btuh/ftz-°F, Window/Floor Area =11.1 %
Data entries checked.
"4,11 wriyhtsoft- 2024-Jun-2110:55:49
Right-Suite®Universal202323.0.01 RSU30008 Page
1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJ8 Front Door faces:NE
Project Summary Job: MF565
f '* Date: Jun 21,2024
f• . C" `}" System 1 B Michael Faucl
Energy Testing Services
1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8618624
Promect Information
For: Brian August
1900 Gillette Drive, East Marion, NY 11939
Phone: 516-234-8303
Notes:
Design Information
Weather: Montauk AP, NY, US
Winter Design Conditions Summer Design Conditions
Outside db 19 OF Outside db 82 OF
Inside db 70 OF Inside db 75 OF
Design TD 52 OF Design TD 7 OF
Daily range L
Relative humidity 50 %
Moisture difference 37 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 8265 Btuh Structure 12114 Btuh
Ducts 4045 Btuh Ducts 2968 Btuh
Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh
(none) (none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 12310 Btuh Use manufacturer's data n
Rate/swing multiplier 0.87
Infiltration Equipment sensible load 13152 Btuh
Method Blower door Latent Cooling Equipment Load Sizing
Shielding/stories 3 (partial)/2
Pressure/ACH/AVF 50 Pa/3.0/798 cfm Structure 2366 Btuh
Ducts 685 Btuh
Central vent(0 cfm) 0 Btuh
Heating cooling (none)
Area(f:2) 961 961 Equipment latent load 3051 Btuh
Volume (ft3) 8650 8650
Air changes/hour 0.29 0.13 Equipment Total Load (Sen+Lat) 16204 Btuh
Equiv.AVF(cfm) 41 19 Req.total capacity at 0.70 SHR 1.6 ton
Heating Equipment Summary Cooling Equipment Summary
Make York Make Carrier
Trade YORK BY JOHNSON CONTROLS Trade 15 SEER2 AC
Model TM9E040A10MP12 Cond GA5SAN42400WA0
AHRI ref 203324410 Coil FMU4Z3000AL1
AHRI ref 207958879
Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2
Heating input 40000 Btuh Sensible cooling 16520 Btuh
Heating output 38000 Btuh Latent cooling 7080 Btuh
Temperature rise 44 OF Total cooling 23600 Btuh
Actual air flow 787 cfm Actual air flow 787 cfm
Air flow factor 0.064 cfm/Btuh Air flow factor 0.052 cfm/Btuh
Static pressure 0.60 in H2O Static pressure 0.60 in H2O
Space thermostat Load sensible heat ratio 0.83
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-fp- wrlghtsc3ft-, 2024-Jun-21 10:55:49
14GI\ -a- » .».« Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1
..1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJ8 Front Door faces:NE
Project Summary Jo Date: Jun65 2024
System 2 By: Michael Fauci
Energy Testing Services
1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8618624
Pro*ect Information
For: Brian August
1900 Gillette Drive, East Marion, NY 11939
Phone: 516-234-8303
Notes:
Design Information
Weather: Montauk AP, NY, US
Winter Design Conditions Summer Design Conditions
Outside db 19 OF Outside db 82 OF
Inside db 70 OF Inside db 75 OF
Design TD 52 OF Design TD 7 OF
Daily range L
Relative humidity 50 %
Moisture difference 37 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 9024 Btuh Structure 10194 Btuh
Ducts 3407 Btuh Ducts 2569 Btuh
Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh
none
(none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 12431 Btuh Use manufacturer's data n
Rate/swing multiplier 0.87
Infiltration Equipment sensible load 11130 Btuh
Method Blower door Latent Cooling Equipment Load Sizing
Shielding/stories 3 artial)/2
Pressure/ACH/AVF 50 Pa/3.�/798 cfm Structure 458 Btuh
Ducts 583 Btuh
Central vent(0 cfm) 0 Btuh
Heating Cooling (pone)
Area(ft2) 913 913 Equipment latent load 1041 Btuh
Volume (ft3) 7304 7304
Air changes/hour 0.33 0.15 Equipment Total Load (Sen+Lat) 12171 Btuh
Equiv.AVF(cfm) 41 18 Req. total capacity at 0.70 SHR 1.3 ton
Heating Equipment Summary Cooling Equipment Summary
Make York Make Carrier
Trade YORK BY JOHNSON CONTROLS Trade COMFORT 15 SEER2 AC
Model TM9E040A10MP12 Cond 24SCA518WC0300
AHRI ref 203324410 Coil FMU4Z3000AL1
AHRI ref 207904371
Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2
Heating input 40000 Btuh Sensible cooling 12600 Btuh
Heating output 38000 Btuh Latent cooling 5400 Btuh
Temperature rise 58 OF Total cooling 18000 Btuh
Actual air flow 600 cfm Actual air flow 600 cfm
Air flow factor 0.048 cfm/Btuh Air flow factor 0.047 cfm/Btuh
Static pressure 0.60 in H2O Static pressure 0.60 in H2O
Space thermostat Load sensible heat ratio 0.92
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
^ - wrilghtsoftt 2024-Jun-21 10:55:49
C�. Right-Suite@ Universal202323.0.01 RSU30008 Paget
..1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJ8 Front Door faces:NE
Duct System Summary Job: MF565
Date: Jun 21,2024
' , �t' r�s• :Kew�� System 1 y:B Michael Fauci
- 1 =k Energy Testing Services
1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8618624
Project Information
For: Brian August
1900 Gillette Drive, East Marion, NY 11939
Phone: 516-234-8303
Heating Cooling
External static pressure 0.60 in H2O 0.60 in H2O
Pressure losses 0.35 in H2O 0.35 in H2O
Available static pressure 0.25 in H2O 0.25 in H2O
Supply/return available pressure 0.214/0.036 in H2O 0.214/0.036 in H2O
Lowest friction rate 0.059 in/100ft 0.059 in/100ft
Actual air flow 787 cfm 787 cfm
Total effective length (TEL) 423 ft
SupplyDetail Table
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv
Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk
Dining Room h 2449 157 121 0.062 8.0 Ox 0 ShMt 50.5 295.0 st3
Family Room c 2167 89 113 0.062 7.0 Ox 0 ShMt 29.3 315.0 st4
Family Room-A c 2167 89 113 0.063 7.0 Ox 0 ShMt 25.8 315.0 st3
Foyer h 886 57 12 0.060 6.0 Ox 0 ShMt 37.8 320.0 st3
Kitchen c 2567 74 134 0.064 8.0 Ox 0 ShMt 29.0 305.0 st3
Kitchen-A c 2567 74 134 0.066 8.0 Ox 0 ShMt 38.0 285.0 st3
Laundry h 505 32 16 0.063 5.0 Ox 0 ShMt 32.5 305.0 st4
Living Room c 2220 103 116 0.059 7.0 Ox 0 ShMt 41.5 320.0 st4
Mud h 518 33 9 0.066 5.0 Ox 0 ShMt 30.5 295.0 st4
Powder h 1245 80 19 0.066 1 6.0 Ox 0 I ShMt 1 38.8 1 285.0 st4
SupplyDetail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk
st4 Peak AVF 336 273 0.059 505 10.2 8 x 12 ShtMetl St1
st3 Peak AVF 451 514 0.060 578 11.9 8 x 16 ShtMetl st1
st1 Peak AVF 787 787 0.059 644 14:0 8 x 22 ShtMetl
Bold4talic values have been manually overridden
- wrightsoft, 2024-Jun-21 10:55:49
,ti . .,, ..... .r Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 1
1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJB Front Door faces:NE
DetailReturn Branch
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk
rb2 Ox 0 787 787 61.3 0.059 564 16.0 Ox 0 ShMt
-f - wrightsoft- 2024-Jun-21 10:55:49
, r�-; Right-Suite®Universal202323.0.01 RSU30008 Page
105� ...1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJ8 Front Door faces:NE
Duct System Summary Job: MF565
Date: Jun 21,2024
System 2
By: Michael Fauci
_s Energy Testing Services
1643 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8618624
Project Information
For: Brian August
1900 Gillette Drive, East Marion, NY 11939
Phone: 516-234-8303
Heating Cooling
External static pressure 0.60 in H2O 0.60 in H2O
Pressure losses 0.35 in H2O 0.35 in H2O
Available static pressure 0.25 in H2O 0.25 in H2O
Supply/return available pressure 0.209/0.041 in H2O 0.209/0.041 in H2O
Lowest friction rate 0.066 in/100ft 0.066 in/100ft
Actual air flow 600 cfm 600 cfm
Total effective length (TEL) 377 ft
SupplyDetail Table
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv
Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk
B1 Bath h 1345 65 19 0.084 6.0 Ox 0 ShMt 25.5 225.0 st5
B1 WIC h 178 9 2 0.081 4.0 Ox 0 ShMt 22.3 235.0 st5
Bath h 857 41 15 0.066 5.0 Ox 0 ShMt 15.5 300.0 st6
Bedroom 1 h 3707 179 158 0.074 8.0 Ox 0 ShMt 36.3 245.0 st5
Bedroom 2 c 2838 103 133 0.084 7.0 Ox 0 ShMt 13.0 235.0 st6
Bedroom 3 C 3068 133 144 0.080 7.0 Ox 0 ShMt 25.5 235.0 st6
Bedroom 4 C 2742 71 129 1 0.076 7.0 Ox 0 ShMt 19.3 255.0 st5
SupplyDetail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk
st5 Peak AVF 323 307 0.074 581 9.6 8 x 10 ShtMetl st2
st6 Peak AVF 277 293 0.066 527 9.5 8 x 10 ShtMetl st2
st2 Peak AVF 600 600 0.066 600 12.4 8 x 18 ShtMetl
Return Branch Detail Table
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk
rb1 Ox0 600 600 61.5 0.066 561 14.0 Ox 0 ShMt
Bold/italic values have been manually overridden
'r wvrightsoft" 2024-Jun-21 10:55:49
,�~ .u-�•..,..,.., ;.,v. Right-Su Re®Universal 2023 23.0.01 RSU30008 Page 3
ACCX ...1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJB Front Door faces:NE
Manual S Compliance Report Job: MF565
Date: Jun 21,2024
System 1 By: Michael Faucl
Energy Testing Services
1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8618624
Project • r •
For: Brian August
1900 Gillette Drive, East Marion, NY 11939
Phone: 516-234-8303
Cooling Equipment
Design Conditions
Outdoor design DB: 82.2°F Sensible gain: 15083 Btuh Entering coil DB: 76.2°F
Outdoor design WB: 72.0°F Latent gain: 3051 Btuh Entering coil WB: 63.1°F
Indoor design DB: 75.0°F Total gain: 18134 Btuh
Indoor RH: 50% Estimated airflow: 787 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split AC
Manufacturer: Carrier Model: GA5SAN42400WA0+FMU4Z3000AL1
Actual airflow: 787 cfm
Sensible capacity: 16520 Btuh 1101/o of load
Latent capacity: 7080 Btuh 232% of load
Total capacity: 23600 Btuh 130% of load SHR: 70%
Heating Equipment
Design Conditions
Outdoor design DB: 18.5°F Heat loss: 12310 Btuh Entering coil DB: 68.8°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Gas furnace
Manufacturer: York Model: TM9E040A10MP12
Actual airflow: 787 cfm
Output capacity: 38000 Btuh 309% of load Temp. rise: 50 °F
Meets all requirements of ACCA Manual S.
-, - wrightsoft- 2024-Jun-21 10:55:49
:r... ,., Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1
1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJ8 Front Door faces:NE
Manual S Compliance Report Job: MF565
Date: Jun 21,2024
System 2 By: Michael Fauci
k Energy Testing Services
1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8618624
Project • r •
For: Brian August
1900 Gillette Drive, East Marion, NY 11939
Phone: 516-234-8303
Cooling Equipment
Design Conditions
Outdoor design DB: 82.2°F Sensible gain: 12764 Btuh Entering coil DB: 76.5°F
Outdoor design WB: 72.0°F Latent gain: 1041 Btuh Entering coil WB: 63.3°F
Indoor design DB: 75.0°F Total gain: 13805 Stuh
Indoor RH: 50% Estimated airflow: 600 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split AC
Manufacturer: Carrier Model: 24SCA518WC0300+FMU4Z3000AL1
Actual airflow: 600 cfm
Sensible capacity: 12600 Btuh 99%of load
Latent capacity: 5400 Btuh 519% of load
Total capacity: 18000 Btuh 130% of load SHR: 70%
Heating Equipment
Design Conditions
Outdoor design DB: 18.5°F Heat loss: 12431 Btuh Entering coil DB: 68.6°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Gas furnace
Manufacturer: York Model: TM9E040A101MP12
Actual airflow: 600 cfm
Output capacity: 38000 Btuh 306% of load Temp. rise: 50 °F
Meets all requirements of ACCA Manual S.
1 * wrightsoft`" 2024-Jun-2110:55:49
,.,� Right-Suite@ Universal 202323.0.01 RSU30008 Paget
r�A ...1900 Gillette Drive,East Marion,NY 11939.rup Calc=MJ8 Front Door faces:NE
Residential - Review a Form
!"e 4 1
for HVACSystem Design
_ g (Loads, Equipment,
� Ducts) 15 Mar Mar 09
fv�;nti55yGaxt��r�:;w;t`Ict
Header Information
Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED
Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑
Mechanical license: 8618624 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑
OEM performance data(heating,cooling,blower): Yes ❑ No ❑
Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑
Duct distribution sketch: Yes ❑ No ❑
Home address(Street or Lot#,Block,Subdivision): 1900 Gillette Drive, System 1
HVAC LOAD CALCULATION (IRC M1401.3)
Design Conditions Buildhg-Cons_tmdbn Information
Winter Design Conditions Building
Outdoor temperature: 19 °F Orientation: Front Door faces Northeast
Indoor temperature: 70 of North,East,west,south,Northeast,Northwest,Southeast,Southwest
Total heat loss: 12310 Btuh Number of bedrooms: 0
Conditioned floor area: 961 ft2
Summer Design Conditions Number of occupants: 5
Outdoor temperature: 82 °F
Indoor temperature: 75 °F Windows floc+
Grains difference: 37 gr/lb @50% RH Eave overhang depth: 1.0 f _
Sensible heat gain: 17297 Btuh Internal shade: blinds Eave
Latent heat gain: Blinds,drapes,etc. p "VIn.ow 9 3499 Btuh De ut � � ,
Total heat gain: 20796 Btuh Number of skylights: 0
EQUIPMENTHVAC • 41
deating_Egstipment Data Doling Eaui mint Data Blower Data
Equipment tpe: Gas furnace Equipment type: Split AC Heating cfm: 787
ornate Hea pump,Boiler,etc. Ir Candltloner,Heat pump,etc.
Cooling cfm: 787
Model: York Model: Carrier Static pressure: 0.60 in H2O
TM9E040A10MP12 GA5SAN42400WA0+FMU4Z3000AL1 airflow
Fan's rated external static pressure for design
Heating output capacity: �8000 Btuh Total cooling capacity: 0 Btuh
Heat pumps-capac ty at winter design out oor conditions
Sensible cooling capacity: p Btuh
Aux. heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh
HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1)
Design airflow: 787 cfm Longest supply duct: 362 ft Duct Materials Used
Equipment design ESP: 0.60 in H2O Longest return duct: 61 ft Trunk duct: Sheet metal
Total device pressure losses: -0.3 in H2O Total effective length(TEL): 423 ft
Available static pressure(ASP): 0.25 in H2O FrictionFrato i Rate=ASP=(TELq'fQ9 in/100ft Branch duct: Sheet metal
listedI declare the load calculation, equipment,equipment selection and duct design were rigorously performed based on the building plan
above. I understand the claims made on -se forms will be subject to review and verification.
Contractor's printed name:
Contractor's signature: Date:
Reserved for County,Town Municipality or Authority having jurisdiction use.
*Home qualifies for MJ1AE Form based on Abridged Edition Checklist
-Fd- wriightsoft"
:-—.r..., ++- Right-Suite®Universal202323.0.01 RSU30008
Form
Residential Plans Examiner Review
RPER 1
for - D- •n (Loads, Equipment, 15 Mar 09
Joqu
Header Information
Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED
Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑
Mechanical license: 8618624 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑
OEM performance data(heating,cooling,blower): Yes ❑ No ❑
Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑
Duct distribution sketch: Yes ❑ No ❑
Home address(Street or Lot#, Block,Subdivision): 1900 Gillette Drive, System 2
HVAC LOAD CALCULATION (IRC M1401.3)
Design Conditions Building Construction Information
Winter Design Conditions Building
Outdoor temperature: 19 °F Orientation: Front Door faces Northeast
Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest
Total heat loss: 12431 Btuh Number of bedrooms: 4
Conditioned floor area: 913 ftz
Summer Design Conditions Number of occupants: 0
Outdoor temperature: 82 °F
Indoor temperature: 75 °F Windows Rao`
Grains difference: 37 gr/lb @50% RH Eave overhang depth: 0 ft
Sensible heat gain: 14637 Btuh Internal shade: none Mawr
Blinds,drapes,etc.
Latent heat gain: 1194 Btuh oeplh Wn�av
Total heat gain: 15831 Btuh Number of skylights: 0
EQUIPMENTHVAC • 41
beating-Equipment_Data Gooling-Equipment Data Blower Data
Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 600
urnace,Healump,Boiler,etc. it conditioner,Heat pump,etc.
Cooling cfm: 600
Model: York Model: Carrier Static pressure: 0.60 in H2O
TM9E040A10MP12 24SCA518WC0300+FMU4Z3000AL1 Fan's rated external static pressure for design
airtlow
Heating output capaci �8000 Btuh Total cooling capacity: p Btuh
Heat p mps-capac ty at Inter design out oor conditions
Sensible cooling capacity: 0 Btuh
Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh
HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1)
Design airflow: 600 cfm Longest supply duct: 316 ft Duct Materials Used
Equipment design ESP: 0.60 in H2O Longest return duct: 62 ft Trunk duct: Sheet metal
Total device pressure losses: -0.3 in H2O Total effective length(TEL): 877 ft
Available static pressure(ASP): 0.25 in H2O Friction rcatio Rate=ASP=(TEL�x'iUlrj6 in/100ft Branch duct: Sheet metal
I declare the load calculation, equipment,equipment selection and duct design were rigorously performed based on the building plan
listed above. I understand the claims made on these forms will be subject to review and verification.
Contractor's printed name:
Contractor's signature: Date:
Reserved for County,Town Municipality or Authority having jurisdiction use.
*Home qualifies for MJ1AE Form based on Abridged Edition Checklist
wwrightsoft-
Right-Suite®Universal202323.0.01 RSU30008
1
Level 1
Basement
Job#: MF565 Energy Testing Services Scale: 1 : 74
Performed by Michael Fauci for: 9Y 9
Brian August Page 1
1900 Gillette Drive 1648 Locust Ave,Unit E RightSuite®Universal 2023
East Marion,NY 11939 Bohemia,NY 11716 23.0.01 RSU30008
Phone:516-234-8303 Phone:631-244-2627 License:8618624 2024-Jun-21 10:56:21
www.energytestingservices.com mfauci@energytestingservi ...Drive, East Marion,NY 11939.rur
1
Level 2
Laundry 113 Powder cfm 113 cfm 134 cfm 134 cfm
32 cfm
Kitcher
NJ "
80cfm 12x8 16x8 8
11/
6„ Mud 5" 7 8"
- ITT 5"
22x8
33 cfm
Sup Riser
22x8
Familv Roorr
Garage
7 11 6 Stairs 8"
Dininq Roorr
Living Roorr Foyer
v57
m
116 cfm 157 cfm
Job#: MF565 Energy Testing Services Scale: 1 : 74
Performed by Michael Fauci for: 9Y 9
Brian August Page 2
1900 Gillette Drive 1648 Locust Ave,Unit E Right-Suite®Uni ve rsa 12023
East Marion,NY 11939 Bohemia,NY 11716 23.0.01 RSU30008
Phone:516-234-8303 Phone:631-244-2627 License:8618624 2024-Jun-21 10:56:21
www.energytestingservices.com mfauci@energytestingservi ...Drive,East Marion,NY 11939.rup
1
I
Level 3
129 cfm 133 cfm
B1 Ba&
Bedroom 4
65 cfm 7 ° 7
Sup Riser Bedroom 2
6 „ 22x8
10x8 10x8
l� �p
22 18x8
4 "
Hall 5"
B1 WIC 09 cfm 16„ 1411 Bath
41 cf
600 cfm
787 cfm Stairs
8"
7"
Bedroom 1
Bedroom 3
1-179 cfm 144 cfm
Job#: MF565 Scale: 1 : 74
Performed by Michael Fauci for: Energy Testing Services
Brian August Page 3
1900 Gillette Drive 1648 Locust Ave,Unit E Ri gh tS ui te@ U ni ve rsa 12023
East Marion,NY 11939 Bohemia,NY 11716 23.0.01 RSU30008
Phone:516-234-8303 Phone:631-244-2627 License:8618624 2024-Jun-21 10:56:21
www.energytestingservices.com mfauci@energytestingservi ...Drive,East Marion,NY 11939.ruF
Gross Area Cavity Cont. Prop. Req. Prop. Req.
Perimeter
Basement Door: Solid Door(under 50%glazing) 18 0.160 0.320 3 6
Windows:Vinyl Frame 13 0.300 0.320 4 4
SHGC: 0.30
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Michael Fauci - HERS Rater 7A�� azza4 06-21-2024
Name-Title Signature Date
Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24
Data filename: Page 2 of10
New York ECCC 2020 UA Compliance
Property Organization Inspection Status
1900 Gillette Drive Energy Testing Services Results are projected
East Marion,NY 11939 Michael Fauci
631-244-2627
Brian August-1900 Gillette Drive,East Ma
Initial House Design Builder
Brian August
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 33.7 47.7
Above-Grade Walls 129.4 127.3
Windows,Doors and Skylights 103.7 91.4
Slab Floor: 21.7 21.7
Framed Floors 0.7 0.5
Foundation Walls 73.4 61.8
Rim Joists 10.6 10.9
Overall UA(Design must be equal or lower): 373.2 361.3
Requirements
® R402.1.5 Total UA alternative compliance passes by 3.2°S. The proposed home meets the UA requirement by 3.2%
R402.3.2 Average SHGC:0.30 Max SHGC:0.40 Average SHGC of 0.30 is greater than the maximum of 0.40.
R402A.1.2 Air Leakage Testing A post construction blower door test is required to verify the air leakage meets the
requirement.
R402.5 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.3.The maximum allowed value is(No Limit].
R4025 Area-weighted average fenestration U-Factor
R404.1 Lighting Equipment At least 90.005 of fixtures shall be high-efficacy lamps,currently 100.0%are high-efficacy.
R403.6.1 Mechanical Ventilation Efficacy
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
R4033A Duct LeakageTesting
R403.5.3 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 New York ECCC 2020 Prescriptive compliance by 3.2%.
Name: Michael Fauci Signature: `�[eLd, Fauci
Organization: Energy Testing Services Digitally signed: 6/21/24 at 10:57 AM
Ekotrope RATER-Version 4.0.2.3423
Newyork ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm including appropriate amendments.
Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users.
Ekotrope disclaims all liability for the information shown on this report
Energy Code Inspection Checklist
Property Organization Inspection Status
1900 Gillette Drive EnergyTesting Services Results are projected
East Marion,NY 11939 Michael Fauci
631-244-2627
Brian August-1900 Gillette Drive,East Ma
Initial House Design Builder
Brian August
General Building Information
Conditioned Area(sq ft) 1,882
Conditioned Volume(cubic ft) 27,369
Insulated Shell Area(sq ft) 6,215
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:Slab(947 s.f.,142 ft.exterior perimeter)
R-0 perimeter insulation,R-0 under slab insulation.
Framed Floor
Name:Garage Floor(14 s.f.)
R-0 continuous insulation,R-30 cavity insulation
Insulation Grade:II
Foundation Wall
Name:Foundation Walls(Exterior Perimeter[ft]:142,Height Above Grade[ft]:2,Depth Below Grade[ft]:7)
R-14 continuous insulation,R-0 cavity insulation
Insulation Grade:I
Fully insulated(top to bottom)
Above Grade Wall
Name:Exterior Walls(2,160 s.f.)
R-0 continuous insulation,R-21 cavity insulation
Insulation Grade:II
Name:Garage Wall(288 s.f.)
R-0 continuous insulation,R-21 cavity insulation
Insulation Grade:11 1
Rim Joist
Energy Code Inspection Checklist
Property Organization Inspection Status
1900 Gillette Drive EnergyTesting Services Results are projected
East Marion,NY 11939 Michael Fauci
631-244-2627
Brian August-1900 Gillette Drive,East Ma
Initial House Design Builder
Brian August
Name:Rim Joist Ambient 011 s.f.)
R:14.00
Name:Rim Joist Garage(31 s.f.)
R:14.00
Name:Band Joist Ambient(56 s.f.)
R:21.00
Name:Band Joist Garage(32 s.f.)
R:21.00
Ceiling/Roof
Name:Roof(1,298 s.f.)
R-0 continuous insulation,R-30 cavity insulation
Insulation Grade:
Opaque Door
Name:Foundation Door(20 s.f.)
R:5.00
Name:Front Door(21 s.f.)
R:5.00
Name:Garage Door(17.8 s.f.)
R:5.00
Glazing
Name:ff 2 ne(Front)(29 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—EAST
Name:ff 2 ne(12 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—EAST
2
Name:ff 2 ne(29 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—EAST
s
Energy Code Inspection Checklist
Property Organization Inspection Status
1900 Gillette Drive Energy Testing Services Results are projected
East Marion,NY 11939 Michael Fauci
631-244-2627
Brian August-1900 Gillette Drive,East Ma
Initial House Design Builder
Brian August
Name:sf 2 ne(29 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—EAST
Name:sf 1 ne(5.3 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—EAST
El Name:sf 2 ne(29 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—EAST
Name:fd 2 nw(Right)(6.6 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—WEST
Name:sf 1 nw(5.3 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—WEST
Name:fd 1 sw(Rear)(3.3 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST
Name:ff 1 sw(8.5 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST
Name:ff 2 sw(25.8 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST
Name:ff 1 sw(40 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST
Name:sf 1 sw(13.5 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST
Name:sf 1 sw(13.5 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST
Name:fd 1 se(Left)(3.3 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—EAST
Name:ff 1 se(6.6 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—EAST
Name:sf 1 se(5.7 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—EAST
Skylight
None Present
Mechanical Ventilation 3
r
Energy Code Inspection Checklist
Property Organization Inspection Status
1900 Gillette Drive Energy Testing Services Results are projected
East Marion,NY 11939 Michael Fauci
631-244-2627
Brian August-1900 Gillette Drive,East Ma
Initial House Design Builder
Brian August
Mechanical ventilation system rated for,and capable of,providing continuous ventilation.
System shall include automatic timing controls.
System type:Exhaust Only,24 hrs/day,30 Watts
Mechanical Equipment
Heating System 1 •Natural Gas•50%Heating Load @ 95 AFUE
Cooling System 1 •Electric•50%Cooling Load @ 16 SEER2
Heating System 2•Natural Gas•50%Heating Load @ 95 AFUE
Cooling System 2•Electric•50%Cooling Load @ 16 SEER2
Boiler•Natural Gas•100%Hot Water Load @ 0.95 Energy Factor
Air Leakage Control
Test Status:To be blower-door tested
House is air-sealed as to achieve 1,368 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
Untested
Duct System 2 4
All ducts and equipment within conditioned space
Untested
Energy Code Inspection Checklist
Property Organization Inspection Status
1900 Gillette Drive Energy Testing Services Results are projected
East Marion,NY 11939 Michael Fauci
631-244-2627
Brian August-1900 Gillette Drive,East Ma
Initial House Design Builder
Brian August
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 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
u
Building Summary
Property Organization Inspection Status
1900 Gillette Drive EnergyTesting Services Results are projected
East Marion,NY 11939 Michael Fauci
631-244-2627
Brian August-1900 Gillette Drive,East Marion,NY 11939
initial House Design Builder
Brian August
W.44�.."t XU
rton��
Number Of Bedrooms 4
Number Of Floors 2
Conditioned Floor Area[sq.ft] _ 1,882
Has Electric Vehicle Ready Space No
Unconditioned,attached garage? Yes
Conditioned Volume[cu.ft] 27,369
Total Units in Building, _ 1
Residence Type Single family detached
Number of Floors in Building
Floor Number
Model
Community
RESNFFAECC 2006-2018 Climate Zone 4A
IECC2021 Climate Zone 4A
yi.t.Y r^r �.:f°�'
Name LibraryType Height Above Grade Depth Below Grade Perimeter x Location Enclosing
Foundation walls R14 CCSF 2 7 142 Exposed Exterior Conditioned Space
77
Foundation Wall Library
Name Feet From Wa11TopTo Feet From Wall Top To Is Fully insulated Continuous R-value Cavity Rrvalue Effective Insulation R-
Continuous insulation Continuous insulation value
Top Bottom
R14 CCSF N/A N/A Yes 14.00 NIA WA
a� -A0 > _
Name LibraryType Perimeter Floor Grade Carpet Exposed Masonry Surface Area Location Enclosing
Area
slab Uninsulated N 142 Below Grade 2 0 947.0 ft Exposed Exterior Conditioned Space
SlaliLibrar�yL�s 1
N. ..•r
Name Wall Construe Slab CI mulated Insulation Width insulation Depth Insulation R Value Insulation Is Thermal
Break Effective R-value
ftl
rior
Uninsulated N Wood Frame No 0 0 0 Yes No 0.00
Other
Building Summary
Property organization Inspection Status
1900 Gillette Drive Energy Testing Services Results are projected
East Marion,NY 11939 Michael Fauci
631-244-2627
Brian August-1900 Gillette Drive,East Marion,NY 11939
Initial House Design Builder
Brian August
wr
wor X-
Rik
Name LibraryType Carpet R Floor Grade Surface Area Location
Garage Floor 30(1619.5)2(9.5)H Sheetrock I Above Grade 14.0 ft' Unconditioned,attached
garage
7 7-
-,A
Name Effective R-value
30(16/95)2(9.5)H Sheetrock 25.729
R110j"d
............
Name LibraryType Surface Area Location
Band Joist Ambient R21.0 56.0ft' Exposed Exterior
Band Joist Garage R21.0 32.0 ft' Unconditioned,attached garage
Rim Joist Ambient R 14.0 111.0 ft, Exposed Exterior
Rim Joist Garage R 14.0 31.0 ft' Unconditioned,attached garage
K
i ,R biftlibrary,Rim Lis
A
Name Effective Insulation R-value
R 14.0 14.00
R 21.0 21.00
1Wallgl
�1"
y'
Name LibraryType Surface Color Surface Area Location
Exterior Walls 21(16/5.5)2(.5)(AMB) Medium 2,160.0 ft' Exposed Exterior
Garage Wall 21(16/5.5)2(.5)Garage Medium 288.0 ft' Unconditioned,attached garage
2
Building Summary
Property Organization Inspection Status
1900 Gillette Drive Energy Testing Services Results are projected
East Marion,NY 11939 Michael Fauci
631-244-2627
Brian August-1900 Gillette Drive,East Marion,NY 11939
Initial House Design Builder
Brian August
7
Kibia' "'
Name Effective R-value
21(1615.5)2(.5)Garage 15.435
21(1615.5)2(.5)(AME) 17.189
Name Library Type Wall Foundation Wall IsOperable Overhan Overhang Ft OverhangFtTo Orientation Surface Area
Assignment Assignment Deptg Top Bottom
fd 1 se(Left) 3030 Foundation Walls Yes 0 0 0 Southeast 3.3 ff
fd 1 s%v(Rear) 3030 Foundation Walls Yes 0 0 0 Southwest 33 ff
fd 2 nw(Right) 3030 Foundation Walls Yes 0 0 0 Northwest 6.6 ft'
ffl se 3030 Exterior Walls Yes 0.8 5 7.6 Southeast 6.6 ft'
ff I sw 3030 Exterior Walls Yes 2 2.2 4.8 Southwest 8.5 ft'
ffl sw 3030 Exterior Walls Yes 2 23 8.5 Southwest 40.0 ft'
ff2ne 3030 Exterior Walls Yes 2.5 1.3 7.1 Northeast 12.Oft'
ff2ne 3030 Exterior Walls Yes 1 1 5.5 Northeast 29.0 ft'
ff 2 ne(Front) 3030 ExteriorWalls Yes 1 1 5.5 Northeast 29.0 ft'
If 2 sw 3030 Exterior Walls Yes 2 2.2 6.8 Southwest 25.8 ft'
sf I ne 3030 Exterior Walls Yes 1 2.2 5.1 Northeast 5.3 ft'
sfl nw 3030 Exterior Walls Yes 0.8 10.8 13.6 Northwest 5.3 ft'
sfl se 3030 Exterior Walls Yes 0.8 5.8 8.4 Southeast 5.7 ft'
sfl sw 3030 Exterior Walls Yes 1 2.2 6.4 Southwest 13.5 ft'
sf I sw 3030 Exterior Walls Yes 1 22 6.4 Southwest 13.5 ft'
sf 2 ne 3030 Exterior Walls Yes 0.8 5.2 9.8 Northeast 29.0 fe
sf 2 ne 3030 Exterior Walls Yes 0.8 5.2 9.8 Northeast 29.0 ft'
3
Building Summary
Property Organization Inspection Status
1900 Gillette Drive Energy Testing Services Results are projected
East Marion,NY 11939 Michael Fauci
637-244-2627
Brian August-1900 Gillette Drive,East Marion,NY 11939
initial House Design Builder
Brian August
4,
rd"
Name Shgc U-factor
3030 0.3 0300
Sky h'
Pw
None Present
ky
�M
None Present
7
J
Name LibraryType Wall Assignment Foundation Wall Emittance Solar Absorptance Surface color Surface Area Location
Assignment
Foundation Door Steel Door Foundation Walls 0.9 0.75 Medium 20.0 ft' Exposed Exterior
Front Door Fiberglass Door Exterior Walls 0.9 0.75 Medium 21.0 ft' Exposed Exterior
Garage Door steel Door Garage Wall 0.9 0.75 Medium 17.8 ft' Unconditioned,
attached garage
OpaQ nm
$
w A U M*b J
Dbor
Name Effective R-value
Fiberglass Door 5.00
Steel Door 5.00
Building Summary
Property Organization Inspection Status
1900 Gillette Drive EnergyTesting Services Results are projected
East Marion,NY 11939 Michael Fauci
631-244-2627
Brian August-1900 Gillette Drive,East Marion,NY 11939
Initial House Design Builder
Brian August
Roof Insulation,
Name Library Type Attic Exterior Area(ft°] Clay or Concrete Roof Surface Color Surface Area Location
Tiles
Roof SA30(16/9.5)1 1,298' No Medium 1,293.0ft Vaulted Roof
�RoofInsulat�onLibra`ry List },
Name Has Radiant Barrier Effective R-value
SA30(1619.5)1 No 27.222
Whole House rat1on
! 'uk _
Infiltration Measurement Type Shelter Class
3 ACH at 50 Pa To be blower-door tested 4
MecharitcalUent�lation
Ventilation Type Ventilation Rate(fts I Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer
Minute] perday three hours Percent
Exhaust Only 120 CFM 24 30 Watts Yes 0
-
%Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting 9b Garage Fluorescent 9b Garage LED Lighting
Lighting Lighting Lighting
0 100 0 100 0 100
'psi le_Generation
None Present
5
Building Summary
Property Organization Inspection Status
1900 Gillette Drive Energy Testing Services Results are projected
East Marion,NY11939 Michael Fauci -
631-244-2627
Brian August-1900 Gillette Drive,East Marion,NY 11939
Initial House Design Builder
Brian August
O`nsite Generation L:ibrary�Lest
^tam"^., »^ t m,n''xF"' '���.. 4+t� ��". •� r-< _
None Present
XSoiar Generation i�s6" x Y3'gk 0.i �'^ '"� 1t t'a a.7 .. 'i��.," 2P CAI yt
Pa% *``b�'m.'��e t�` Sx ..�%r 5��e" { � � •� .... .._.. '�, �� ;��ifY c.� �' 3 t.1,
None Present
None Present
DehumiclifierkLibra1 List ,q Y_ �
None Present
4
��Whole House�Fan ' �„ ���"� �`a � ��� .�� ' �`� �- � ,�,���,�, � �� r
None Present
None Present
Building Summary
Property Organization Inspection Status
1900 Gillette Drive EnergyTesting Services Results are projected
East Marion,NY 11939 Michael Faud
631-244-2627
Brian August-1900 Gillette Drive,East Marion,NY 11939
Initial House Design Builder
Brian August
Conditioning,Equ!prrent
Name LibraryType Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load Location
Boiler .95 EF Instant 0% 0% 100% Unconditioned Basement
/Crawtspace
Cooling System 1 16SEER223.6K 04 50% 0-6 Conditioned/Sealed Attic
Q07958879)
Cooling System 2 16 SEER2 18K(207904371) 0% 50% 0% Conditioned/Sealed Attic
Heating System 1 TM9E040A10MP12ING) 50% 0% 0% Conditioned/Sealed Attic
Heating System 2 TM9E040A10MP12ING) 50% 0% 0-6 Conditioned/Sealed Attic
fgtfl entType 95'EF�Instanit
EquipmentType Residential Water Heater
FuelType Natural Gas
Distribution Type. Hydronic Delivery,(Radiant)-
Hot Water Efficiency 0.95 Energy Factor
Tankless? Yes
Equipment Type 76 SEER2 78K(207904371)
EquipmentType Air Conditioner
Fuel Type Electric
Distribution Type- Forced Air
Motor-Type ECM(Variable Speed)
Heat Pump System Type Unspecified•
Cooling Efficiency 16 SEER2
Cooling Capacity,{kBtu/h]. 18
+Equipment Type 16 SEER2.23 6K,,(j20795887-9-
Equipment Type Air Conditioner
Fuel Type Electric
Distribution Type Forced Air
MotorType PSC(Single Speed)
Heat Pump System Type Unspecified
Cooling Efficiency 16 SEER2
Cooling Capacity jkBtu/hj 23.6.
7
Building Summary
Property Organization Inspection Status
1900 Gillette Drive EnergyTesting Services Results are projected
East Marion,NY 11939 Michael Fauci
631-244-2627
Brian August-1900 Gillette Drive,East Marion,W 11939
Initial House Design Builder
Brian August
a
Equipment°}TypeTM9E040A1+OMP72{NG)
Equipment Type Furnace
Fuel Type Natural Gas
Distribution Type Forced Air
MotorType ECM(Variable Speed)
Heating Efficiency. 95 AFUE
Heating Capacity[kBtu/h] 38
Use default EAE - No
EAE[kWh] 304
Distr�b"ut�on System i
Distribution Type Forced Air
Heating Equipment Heating System 1
Cooling Equipment Cooling System 1
Is All Equipment In Conditioned Space Yes
Leakage Default, HERS Default Leakage
Duct System Efficiency 0.88
Dis#niiut�on System
DistributionTypIe _ Forced Air
Heating Equipment Heating System 2
Cooling Equipment Cooling System 2
Is All Equipment In Conditioned Space Yes
Leakage Default HERS Default Leakage
Duct System Efficiency 0.88
HUAC�Gradmg�R
HVAC Grading Not Conducted _
Ge>ling Fan
Has Ceiling Fan No
Water Di'str�bu#ion t
Water Fbcture Type Standard
Use Default Hot Water Pipe Length No
Hot Water Pipe Length[ft] 67
At Least R3 Pipe Insulation? Yes
Hot Water Recirculation System? No,
Drain Water Heat Recovery? No
8
Building Summary
Property organization Inspection Status
1900 Gillette Drive EnergyTesting Services Results are projected
East Marion,NY 11939 Michael Fauci
631-244-2627
Brian August-1900 Gillette Drive,East Marion,NY 11939
Initial House Design Builder
Brian August
Clothes er � �
ItiS "`�
Cef 3 01
Fuel Type Electric
Field Utilization TimerControlS`
Is Outside Conditioned Space No
Clothes Dryer.Avaiiab_le
Defaults Type HERS Reference
Cfofhes=Washer � .�q ��
Label Energy Rating .__ 400 kWh/Year
Annual Gas Cost $27.00
Electric Rate $0.12/kWh
Gas Rate $1.09/Therm
Capacity .... 3
Imef 1
Defaults Type _ HERS Reference'.
Load Type Front-load
Loads Per Week 6
Is Outside Conditioned Space No
Clothes Washer Available Yes, ,
b,ishwasherDefaultsType Custom
Dishwasher Size Standard
Dishwasher Efficiency _ 270 kWh'.
Annual Gas Cost $30.00
Electric Rate __ _.._. $012/kWh...
Gas Rate $1.09/Therm
Is Outside Conditioned Space No
Dishwasher Available Yes
Appl�ances°and Controls "
,og-- dW '"tea+'
Programmablethermostat?_ _ Yes
Range/Oven Fuel Electric
Convection Oven? No
Induction Range? No
RangelOven Outside Conditioned,Space? _, No_
RefrigeratorConsumption_ 691 kWh/Year
Refrigerator Outside Conditioned Space? _;No -.
w i
9
I
I
Pro Seal Insulation LLC.
1612 Locust Ave. Unit-E a
Bohemia NY, 11716. E '
(631) 455-5007
prosealinsu(aD-gmail.com
o S E P 1 5 2025
Certificate of Installed Value
R'Oding Caps,- ': rsz
3/8/25
Customer: Job Address:
Brian August Builder 1900 E Gillette Dr
Cell: 516-234-8303 East Marion, NY 11939
Email: Goodbizznezz@ao1.com
Description Job
1) Attic slopes and flat overhead* 8" open-cell foam insulation (R-30 value)
2) Foam in the Attic slopes* DC-315 Retardant Paint.
3) (2x6) exterior walls* 5" open-cell foam insulation (R-20 value)
4) (2x4) exterior walls* 3" closed-cell foam insulation (R-21 value)
5) Basement walls and seal-plate* 2" closed-cell foam insulation (R-15 value)
6) Fireblock for electric cables and window foam for doors and windows.
Material Listed Below:
I hereby certify that Pro Seal Insulation LLC. I installed the following product.
(UPBSI CC HFO) Medium Density Closed- Cell Foam Insulation.
(UPBSI OC 500) Light Density Open-Cell Foam Insulation.
(DC-315) Fire Retardant Paint
Orlando Ramirez Ortiz
President
Pro Seal Insulation LLC
r
. =>.
f ` QROOF $ £1
v
ODC315 Intumescent'
yq'g- -�. All •7N , Coat 'ing
Description
DC315 is a single component, water based intumescent coating
tested to meet Building Code requirements for the fire protection of '}
Spray Polyurethane Foam (SPF). Tested and evaluated in the
USA by UL and ICC-ES,,and in Canada by ULC and CCMC. t
DC315 is fully AC456 Compliant and satisfies the International
Building Code(IBC), International Residential Code(IRC), National ;t
Building Code of Canada(NBCC)and many other National and
International building codes. 2
DC315 offers more tested systems to meet interior thermal and
ignition barrier requirements AND DC315 has been tested as a �- -�
component of exterior wall systems in accordance with the NFPA ®1i15
285 and meets IBC Section 2603.5 with various architectural
cladding options.
The Choice is clear, DC315 is the most tested and approved fires
protective coating for SPF insulation on the market today! =
DC315 Tested Solutions for Spray Polyurethane Foam
•More certified full scale alternative Thermal and Specifications:
Ignition Barrier tests over SPF Finish: Flat
•Code Compliance Evaluated by IAPMO ER-499 and Color: Ice Gray,White and Charcoal Black
ICC-ESR 3702 for the USA market
•Code Compliance Evaluated by CCMC#14036-R and V,O,C.: 10.3 g/l TVOC
ULC ER39793 for the Canadian market 18.6 g/I VOC Less Water
•NFPA 285 Tested and Listed by UL File R40016 as a Volume Solids: 67%
component of exterior wall systems with various Drying Time: To Touch: 1-2 hours
architectural claddings at 77°F& 50% RH recoat:4 to 8 hours
DC315 manufacturing facilities are 3rd party Listed and
Inspected Type of Cure: Coalescence
-Tested useful life, fire performance not compromised Flash Point: None
after 50 years. Reducer/Cleaner: Water
-Topcoat for color,weather and moisture protection, Shelf Life: 18-24 months(unopened)
tested full scale via NFPA 286
-ANSI 51 testing for incidental food contact Packaging: 5-&55-gallon containers
•Passed CA-1350-qualifies DC315 as a low-emitting 5-gallon pail- 58 lbs.
material for LEEDS and Green Buildingstandards Shipping weight:
55-gallon drum-640 lbs.
•Passed strict EPA—VOC and AQMD air emission
requirements Application: Brush,roller,airless spray
•No formaldehyde, RoHS
-"Single Coat Coverage"on walls and ceilings QAI Listed: File B1117
•Meets Life Safety Code NFPA 101
� . 57, _ -
4
OCMC �
•-`
EVALUATION .., 3t 4 7 `
'j 14036 R NFPA -
*FOR USA ONLY-View our online Testing Matrix for a complete list of all foams DC315 has been tested and
approved with as Thermal or Ignition barriers.
International Building Code Fire Performance Requirements for SPF: The International Building Code(IBC) mandates that
SPF be separated from the interior of the building by a 15-minute thermal barrier, or other approved covering. DC315 passed
certified NFPA 286 testing over all major brands and types of open and closed cell spray applied polyurethane foams. This
finished assembly testing, conducted by IAS certified testing facilities, complies with the requirements of 2012 IBC Section
803.1.2 and Section 2603.10., 2015 IBC Section 2603.9 and Section 803.1.
Alternative Ignition Barrier Assemblies: DC315 meets the requirements for ignition barrier protection in unoccupied spaces
as per AC 377,Appendix X.
Exterior Wall Systems: DC315 has been tested as a component of exterior wall systems in accordance with the NFPA 285 and
meets 2015 IBC Section 2603.5 with various architectural cladding options.
National Building Code of Canada: DC315 prevents flashover for 10 minutes for Combustible Construction or 20 minutes for
Non-Combustible construction when tested to the CAN/ULC S-145 Standard. This testing has been shown to exceed the
protection of CAN/ULC S-124 tested materials and meets the Intent of NBC Section 3.1.5.12 for the protection of foamed
plastics.
European Union: DC315 has been tested over both medium density and low-density spray polyurethane foam and provides an
EN13501- 1 Fire Classification of B-S2-DO.
Australia and New Zealand: DC315 has been tested to the AUS ISO-9705 standard over spray polyurethane foam and meets
Group 2 Classification. ISO5660 (part 1 and 2)tests confirm Group number classification as 1 which allows for the addition of
the thermal barrier coating to upgrade the fire rating of the underlying spray foam.
END USE APPLICATIONS: DC315 is designed as an interior Fire Protective Coating used to protect spray foam
insulation from the interior conditioned space of a building. DC315 can also be used in many different applications such
as cold storage, parking garages and agricultural buildings by'following a few additional steps to address these types of
environments. When installing DC315 in unconditioned spaces the coating and the SPF are exposed to variations in
environment that needs to be accounted for by the installer/end user, when designing the full system. Care needs to be
taken to ensure that the correct products are specified based on the expected service or environmental conditions.
Topcoats are not required to meet the certified fire testing however should be considered for use where/when conditions
warrant. Suitability for a particular end use condition shall be determined by code and inspection authorities, architects,
specifiers, contractors, installers or any end user of DC315. This guide does not purport to address all
unconditioned or conditioned environmental concerns if any, associated with a specific project.
Testing
USA
ASTM E84-Flame Spread 0 Smoke 10 Australia/New Zealand
® NFPA 286-Complies with Acceptance Criteria of IBC/IRC • AUS ISO 9705
ASTIVI E2768-30-minute Ignition Resistant Material • AS/NZS 1530.3
• NFPA 285-Exterior Wall System with various claddings • AS 5637.1 Group Classification 2,
NZBC Group 2-S
Canada • ISO 5660 Parts 1 and 2
CAN/ULC S102-FSR 0 SDC 25 Physical Properties Testing
• CAN/ULC S 101 —up to 1 hr assembly rating ASTM D522 Flexibility, Mandrel Bend
• CAN/ULC 9705-10-and 20-minute testing • ASTM D4541 Adhesion pull off strength
® CAN/ULC S-145—20 Minute Rating ASTM D4585 Moisture resistance for 100 hours
• ASTM D4587/ASTM G154 Accelerated Weather
European Union QUV 1000 hours
• BS 476 Part 6 & 7 ASTM D3359 Tape Adhesion
• BS EN ISO 11925-2 ASTM D2486 Scrub Resistance
° EN 13823 ASTM E661 Durability, Impact, Concentrated
• EN 13501 Classification B-S2-d0 load
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"Best Practices" & Application Guide
For use by code and inspection authorities, architects, specifiers, contractors, installers or any end user of IFTI products
To confirm the installation complies with "IFTI's Best Practices"and DC315 at 507 to 80°F at all times. Do Not store DC315 on concrete
is compliant with Code Evaluation Reports, applicators shall ensure floors during winter months. Do not store in direct sunlight. IFTI
copies of all application documents are available on site and the recommends an ideal installation temperature range of 62°F to 907.
application of DC315 meets their intended needs. Installation Contact IFTI for applications outside these temperature ranges.
documents can be downloaded at www.painttoprotect.com Call
IFTI at 949.975.8588 for current copies or with questions. Humidity: Ideal conditions are 50-65% relative humidity. Curing times
Job Work Records and Jobsite Labels are an excellent way to track are significantly affected when humidity levels exceed 70%. It is
your installations and confirm compliance to your Building Official imperative that humidity is monitored throughout the application
or Authority Having Jurisdiction. In the event of a concern on a job and curing process. 65% humidity at the beginning of the job will
the installer can provide documented proof of the installation, use quickly rise as the coating is installed. Continue monitoring humidity
these forms for all thermal or ignition barrier projects. as the coating cures until equilibrium is achieved. For additional
Prior to Applying DC315:Adhesion of a coating to SPF requires the information on using DC315 in high or low humidity Download a
foam surface to have a slight profile or texture like an orange peel. copy of our Ventilation Guide, or this Guide on Moisture Control In
(click here for our video) Smooth, glossy foam surfaces should be Spray Foam Homes contact IFTI at 949.975.8588 or email us at
flash coated with a light 3 - 4 mils Wet Film Thickness (WFT) of ptp@painttoprotect.com.
DC315 before applying the full application. Flash coating is a quick
burst of DC315 or a primer* via airless sprayer over an area Ventilation: Fans may be required to circulate the air
needing treatment. *Note -primer is required for all applications during application, especially in high or low humidity. Air flow must
in Canada refer to CCMC#14036-R. - be across the area DC315 was applied, but not directly on it. If
the relative humidity is greater than 85% at the end of
Allow foam to cure and cool to ambient conditions prior to spraying and cross ventilation is not drastically reducing it, then a
applying DC315,minimum 1 hour. mechanical industrial dehumidifier is required. Download a copy of
Surface Preparation:All surfaces to be coated must be clean,cured, our Ventilation Guide, or this guide on the importance of
firm, dry and free of dust, dirt, oil, wax, grease, mildew, and ventilation in spray foam tight homes.
efflorescence. The quality of any application is only as good as the
surface preparation that precedes the application. DC315 has IMPORTANT- Mechanical ventilation, if not already present, may
excellent bonding characteristics and will adhere to most sound, be required to remove moisture and avoid the accumulation of
clean, foam surfaces. Verify that the surface of the foam is free of odors. When spraying in enclosed spaces, such as attics use an
gouges, holes, and exposed cells. Also, verify the surface is stable, "exhaust" blower at one end of the enclosed space and run a hose
and not crumbling or deteriorated. If any such defects are found, to the exterior of the building for removing stale air. Using a
make sure to repair them prior to proceeding "supply" blower at the opposite end of the enclosed space and a
Material Preparation: DC315 must be thoroughly mixed hose from the exterior to maintain a negative pressure compared to
before application. It is required to perform mechanical stirring the surrounding area, maintaining at least 0.3 air changes per hour
with a medium speed drill and a paddle appropriate for the size for 48-72 hours following application.
container you are working from. Contents should be stirred from Improper installation practices that do not address temperature,
the bottom up making sure to scrape the bottom and sides with a humidity and ventilation may impact on the coatings ability to cure
paint stick as you go. Contents should be stirred to a creamy and should be avoided.
consistency with no lumps. Continue mixing for 4-5 minutes per
5- gallon pail, 15-20 minutes per 55-gallon drum. Thinning is Application Equipment: It is recommended to apply DC315 with an
usually not needed. If DC315 has been exposed to high heat, airless sprayer to achieve a more consistent mil thickness. In
water may evaporate from the plastic 5-gallon container. If the challenging areas where an airless sprayer is not practical, DC315
paint level is below 3 inches from the top of the container, can be applied by brush or roller. Download a copy of our
continue to mix and SLOWLY add just enough water to restore a Recommended Sprayers Guide
sprayable consistency. Use Caution not to add to much water When using airless spray equipment ensure the equipment has a
or product will run and drip during application. Check out our volume output not less than 1.0 gpm (gallons per minute) at an
Video on Mixing operating pressure of 3000 psi. Remove all filters from Machine
DC315 Viscosity: DC315 is a 10,000 - 12,000 viscosity coating at and gun (if present). Proper atomization requires proper pressure
757. When you open a container of DC315 it may appear thick and delivery of coating to the spray gun.
before it is mixed, ensure proper temperature and remix for 4-5
minutes and recheck.Thin with water only if required as described Use the following rules for hose diameter&length:
under material preparation.
Temperature: PROTECT FROM FREEZING DURING SHIPMENT, • Min.3/8" ID up to 75'. Min 1/2" ID up to 200'
STORAGE,AND USE. DC315 is water-based coating which will freeze . Min 3/ " ID greater than 200'
and become unusable at temperatures below 32°F. Do Not store . Min 3/16"ID Max 6' L for whip hose
material at temperatures below 507. Do Not apply DC315 when ambient air and substrate temperatures fall below 507.Store Always place larger diameter hose sections nearest the pump. We
recommend using a gun tip with an orifice size of .517 - .525
depending on machine size and application conditions.
Proper equipment and settings are key to ease of application.
Remove all filters from machine and gun. DC315 requires high Measuring Wet Film Thickness(WFT)
pressure to atomize the coating at the spray tip, correct
.r
atomization will yield a more consistent spread rate and easier ��=n a:
coverage of uneven surfaces. Ensure you match your tip size to7
# = '
your machine - this is critical to ensure correct pressure at the f 2 3 a
spray tip. If the spray pattern has fingers or tails,then the pressure
should be increased. If the maximum pressure of the sprayer is not
enough to achieve a good spray pattern, a spray tip with a smaller
orifice should be used. Figure 1 Figure 2
e x d%
f How to Use a Wet Film Thickness Gauge: A WFT gauge is
designed to give the spray applicator immediate Wet mil
measurement of the film build that has just been sprayed.
Download our How To Measure Wet Film Guide or Watch our
Video Technique: When placing the gauge on a freshly painted
A good spray pattern indicates that the paint or coating is area, the gauge must be placed at a 90-degree angle to the
completely atomized and distributed evenly on the surface. Hose substrate and pressed firmly to ensure correct depth. The
length should be appropriate for your machine and always ensure applicator also needs to be aware of variations in the surface that
your feed hose is larger than your whip. Having a smaller whip will may influence the reading. For example, if the surface is not
serve to re-pressurize the coating at the spray gun and assist in perfectly flat, one direction may give a more accurate reading
correct atomization of the coating. than the other.
Spraying DC315 for Maximum Yield: If this is the first time using To use the WFT gauge, place the gauge directly on the wet area
DC315 we suggest testing a pre-measured area to get a feel for just sprayed as described above. See figure 2, the notches will
spraying and yield. Example, if the job requires 14 wet mils or 115 indicate the measured film thickness. For example, if the 18-mil
ft2 per gallon, then a 5-gallon pail would cover 575 ft2. Monitoring notch is wet and the 20-mil notch is dry, then the wet measured
the amount of material used for the area coated will ensure thickness is 18 mils.
applicators are meeting the fire rating while avoiding over
application. Medallions (Optional): For Wet and Dry Film Thickness
Overlapping Technique:Check out our video on the overlapping verification and ease of measuring the applied coating, IFTI
technique which helps ensure that an even amount of coating was suggests placing metal plates (aka Medallions) to the surface of
sprayed onto the surface.The spray gun should be aimed so that the foam, roughly 1 per 400 sq ft depending on project size,
the tip points at the edge of the previous stroke,therefore applicators shall use common sense for appropriate the number
overlapping each stroke by 50%.To maximize efficiency when and use of medallions. These plates are available at most
spraying on broad or open surfaces(e.g.ceilings and bare walls), hardware stores. IFTI recommends writing the job date and
the outside edges of walls should be applicator name on the back of each plate. Measuring WFT on the
sprayed first.The middle can then be ; front side of the plate will give the most accurate reading. Collect
sprayed quickly requiring less precise these plates at the end of the job, touch up, and keep them on
strokes.Given the inherent surface file or at the job site. Medallions allow for future verification of
contours of SPF,we suggest spraying a. the Dry Film Thickness (DFT) using calipers, micrometers,
side to side followed by an up and electronic or magnetic measuring tools. They are a great tool to
downstroke, referred to as Cross present your code official or Fire Marshall
Hatch or X-Out pattern.
Coverage Rates: • �,, ` �. s;,,,�
Check appropriate test or evaluation report for required wet filmy
thickness(WFT)and gallon per square coverage required to meet • .. s41
the specified rating required for your jurisdiction.
t ,a.
Theoretical coverage is listed below
WET Sq.Ft.Per Gallon Sq.Ft.Per 5 Gallon
4 WFT ;. .400Sq.Ft:Per Gallon`: 2Q00 Sq.Ft.Per"S,Gallon ;,
14 WFT;; 115 Sq Ft:;Per Gallon _ 575 Sq.Ft.,Per,5 Gallon ''
24 WFT 67 Sq.Ft'.Per Gallon., 335-Solt".Per 5:'Gal1on _
To calculate your Theoretical Application Rate(TAR)in gallons per ,� •
100 square feet, use the following equation:TAR=(WFT)/16.
Actual coverage rate will vary based on surface texture,over-spray,
and miscellaneous losses.it is very important that additional material
be added to the theoretical quantities to ensure that the proper • '�
minimum coating thickness is applied. -'
General Safety, PPE, Toxicity, Health Data
View our video on PPE
Safety Data Sheets(SDS) are available on this coating Limited Warranty:
material. Any individual who may come in contact This product will perform as tested if applied and
with our products should read and understand the maintained according to our directions, instructions
SDS. In case of emergency contact CHEMTREC and techniques. If this product is found to be
EMERGENCY NUMBER at 800-424-9300. defective upon inspection by its representative, the
seller will, at its option, either furnish an equivalent
WARNING:Avoid eye contact with the liquid or amount of new product or refund the purchase price
spray mist.Applicators should wear protective to the original purchaser of this product. Seller will
clothes,gloves and use protective cream on face, not be liable for any representations made by any
hands,and other exposed areas. retail seller or applicator of the product. THIS
EYE PROTECTION:Safety glasses,goggles, or a face shield WARRANTY EXCLUDES(1) LABOR OR COST OF LABOR
are recommended.
FOR THE APPLICATION OR REMOVAL OF THIS
PRODUCT OR ANY OTHER PRODUCT, THE REPAIR OR
SKIN PROTECTION: Chemical resistant gloves are REPLACEMENT OF ANY SUBSTRATE TO WHICH THE
recommended,cover as much exposed skin area as PRODUCT IS APPLIED OR THE APPLICATION OF
possible with appropriate clothing. REPLACEMENT PRODUCT, (2) ANY INCIDENTAL OR
RESPIRATORY PROTECTION IS REQUIRED: Respiratory CONSEQUENTIAL DAMAGES, OTHER LIMITATIONS
protective equipment, impervious footwear and protective APPLY.
clothing are required at all times during spray application.
INGESTION:Do not take internally. For the complete terms of the limited warranty, go
to www.painttoprotect.com. Some states/provinces
Consider the application and environmental do not allow the exclusion or limitation of incidental
concentrations in deciding if additional protection is or consequential damages, so the above limitations
necessary. may not apply to you. To make a warranty claim,
write to Technical Service:
Limitations:
International Fireproof Technology, Inc.
DC315 is designed as an interior Fire Protective Coating 17528 Von Karman Avenue
used to protect spray foam insulation from the interior Irvine,CA 92614
conditioned space of a building. DC315 can also be used in
many different applications such as cold storage, parking Or email Customer Service at ptp@painttoprotect.com
garages and agricultural buildings by following a few
additional steps to address these types of environments.
When installing DC315 in unconditioned spaces the
coating and the SPF are exposed to variations in
environment that needs to be accounted for by the
installer/end user,when designing the full system.Care
needs to be taken to ensure that the correct products are
specified based on the expected service or environmental
conditions.Topcoats are not required to meet the certified
fire testing however should be considered for use where/
when conditions warrant.Suitability for a particular end
use condition shall be determined by code and inspection
authorities,architects,specifiers,contractors,installers or
any end user of DC315.This guide does not purport to
address all unconditioned or conditioned environmental
concerns if any,associated with a specific project.
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SOUDAL
Technical Data Sheet
Soudafoam FR
Revision: 22/12/2020 Page 1 from 2
Technical data
Basis Polyurethane
Consistency Stable foam,thixotropic
Curing system Moisture curing
Skin Formation (FEICA TM 1014) 9,5 min
Cutting Time(FEICA TM 1005) 90 min
Density" Ca.25 kg/ml
Sound insulation (EN ISO 717-1) 62 dB
Thermal conductivity (A) (EN 12667) 0.034 W/m.K
Box Yield(FEICA TM 1003) 750 ml yields ca. 30 1 of foam
Joint Yield (FEICA TM 1002) 750 ml yields ca. 17 m of foam
Shrinkage after curing (FEICA TM 1004) <6%
Expansion after curing (FEICA TM 1004) < 1 %
Expansion during curing (FEICA TM 1010) Ca. 86 %
Compressive strength (FEICA TM 1011) Ca. 104 kPa
Shear strength (FEICA TM 1012) Ca.43 kPa
Temperature resistance" -40 °C till +90 °C (cured)
**This information relates to fully cured product.
Soudal NV uses test methods approved by FEICA designed to deliver transparent and reproducible test results,ensuring
customers have an accurate representation of product performance.FEICA OCF test methods are available at:
hftp://www.feica.com/our-industry/pu-foam-technology-ocf.FEICA is a multinational association representing the European
adhesive and sealant industry,including one-component foam manufacturers.Further information at:www.feica.eu
Product description • Sealing of fire retardant joints in walls and
Soudafoam FR is a one-component, self- ceiling.
expanding, ready to use polyurethane foam. • As part of the'Soudal Fire Range'
Soudafoam FR is a PU-foam with fire retardant assortment for penetration seals and joints.
characteristics according to the European • Sealing of all openings in roof
standard EN 1366-4. constructions.
• Apply of an acoustic baffle
Properties • All foam applications in static joints.
• Fire resistant in a joint(EN 1366-4)
• High filling capacity Packaging
• Good adhesion on all surfaces (except PE, Colour. pink
PP and PTFE). Packaging: 750 ml aerosol (net)
• High insulation value,thermal and acoustic
• Very good bonding properties.
• Gas-and flame proof up to 240 minutes in Shelf life
a joint 12 months unopened and stored in dry and
• Water resistant(not watertight) cool conditions (Between 5 and 25°C), Upright
• Not UV-resistant storage is recommended.
Applications
• Installation of fireproof doors and windows.
Remark:This technical data sheet replaces al previous versions.The directives contained in this documentation are the result of
our experiments and of our experience and have been submitted in good faith.Because of the diversity of the materials and
substrates and the great number of possible applications which are out of our control,we cannot accept any responsibility for
the results obtained.Since the design,the quality of the substrate and processing conditions are beyond our control,no liability
under this publication is accepted.In every case it is recommended to carry out preliminary experiments.Soudal reserves the
right to modify products without prior notice.
Soudal (UK) Limited Unit A, Tame Park,Vanguard UK-Tamworth B77 5DY
Tel: +44 1827-261.092 Fax: +44 1827-284.454 www.soudal.com
r'
SOUDAL �I
Technical Data Sheet
Soudafoam FR
Revision: 22/12/2020 Page 2 from 2
Application method Testresults for penetration seals and/or
Shake the aerosol can for at least 20 seconds. joints with Soudafoam FR are freely
Put the adapter on the valve. Moisten surfaces accessible in the'Fire Range Application
with a water sprayer prior to application. For manual Penetration seals and Joints' on
non-conventional substrates a preliminary the Soudal Website.The corresponding
adhesion test is recommended. Remove certificates can be obtained through the
pressure from the applicator to stop. Fill holes Soudal sales representatives or trough the
and cavities for 1/3, as the foam will expand. Soudal Website.
Repeat shaking regularly during application. If
you have to work in layers repeat moistening
after each layer. Fresh foam can be removed Environmental clauses
using Soudal Gun&Foamcleaner or acetone. Leed regulation:
Prior to using the Gun&Foamcleaner,test Soudafoam FR conforms to the LEED
whether surfaces are affected or not. requirements. Low emission materials:
Especially plastics and lacquer or paint layers Adhesives&Sealants. SCAQMD regulation
can be sensitive to this. Cured foam can only 1168. Meets USGBC LEED requirements v4.1:
be removed mechanically or with Soudal PU- Low-Emitting Materials-Adhesives&Sealants
Remover. regarding VOC content.
Can temperature: +5°C-30 °C
Ambient temperature: +5°C-30 'C.
Surface temperature: +5°C-35 °C
Health-and Safety Recommendations
Take the usual labour hygiene into account.
Always wear gloves and goggles. Remove
cured foam mechanically. Never burn away.
Consult label and material safety data sheet for
more information. When vaporizing(for
example with a compressor), additional
security measures will be required. Use only in
well ventilated areas.
Standards and certificates
• European Technical Approval Soudafoam
FR-ETA 13/0280
• CE-marked (BCCA-EC conformity CPR)
• Joint Sound Reduction Test by IFT
• Various test and classification reports in
various accredited testing institutes: IFT
Rosenheim, ITB Poland, Warrington Fire
Gent,Warrington Fire Australia, Efectis
Netherlands, Efectis France, CSTB
France, CSI Italy.
Remark:This technical data sheet replaces al previous versions.The directives contained in this documentation are the result of
our experiments and of our experience and have been submitted in good faith.Because of the diversity of the materials and
substrates and the great number of possible applications which are out of our control,we cannot accept any responsibility for
the results obtained.Since the design,the quality of the substrate and processing conditions are beyond our control,no liability
under this publication is accepted.In every case it is recommended to carry out preliminary experiments.Soudal reserves the
right to modify products without prior notice.
Soudal (UK) Limited Unit A, Tame Park,Vanguard UK-Tamworth 677 5DY
Tel: +44 1827-261.092 Fax: +44 1827-284.454 www.soudal.com
J :gSAL Pot y
UPBSI Spray Foam - •
\�G����NG SOLUTION�aG
THERMAL INSULATION AND AIR BARRIER
ESR-699
PRODUCT DESCRIPTION
UPBSI OC is a two-component, 1-1 ratio by volume spray-applied polyurethane foam. UPBSI OC 500 is a high-yield, low-density, no-mix,
spray-applied insulation foam,which contains zero ozone-depleting blowing agents and is designed to provide good thermal performance
and a significant control of air infiltration of an air-barrier assembly.UPBSI OC 500 is 100%water blown and fully EPA compliant.
PRODUCT DATA
PROPERTY TEST METHOD VALUE
R-VALUE @ 1" ASTM C 518 4.1
R-VALUE @ 4" ASTM C 518 17
CORE DENSITY ASTM D 1622 0.5 pcf
OPEN-CELL CONTENT ASTM D 6226 >90%
DIMENSIONAL STABILITY ASTM D 2126 <9.3%
TENSILE STRENGTH ASTM D 1623 4.5 psi
AIR PERMEANCE ASTM E 2178 <0.02
SOUND TRANSMISSION CLASS ASTM E 90 38
NOISE REDUCTION COEFFICIENT ASTM C 423 0.55 `
SURFACE BURNING CHARACTERISITCS ASTM E84 Class-1
RE-ENTRY PERIOD 2-Hours
RE-O CCU PANCYPERIOD 6-Hours
VISCOSITY-ISO AT 77F(CPS) 200
VISCOSITY-RESIN AT 77F(CPS) 320
BURN CHARACTERISTICS
PROPERTYOD VALUE
FLAME SPREAD INDEX ASTM E 84 <25
SMOKE DEVELOPMENT ASTM E84 <450
IGNITION BARRIER AC377X
TYPE WFT WALL CEILING APPLICATION RATE
DC315 4 MIL MIN 8 INCH MAX 14 INCH MAX .25 GAL/100 SQ FT
FS-IB 6 MIL MIN 10 INCH MAX 15 INCH MAX .38 GAL/100 SQ FT
UPBSI-Open Cell 500-TDS
UPBSI Made Easy
eU,�OyNC SOLU[�ON\��
THERMAL BARRIER NFPA286
APPLICATIONTYPE WFT WALL CEILING RATE
DC315 18 MIL MIN 10 INCH MAX 12 INCH MAX 1.1 GAU100 SQ FT
UNVENTED ATTIC ASSEMBLIES CCRR 0354
LOCATION
ROOF DECK 18" 3"
ATTIC WALL 18" 3"
*Consult with Creative Polymer Solutions Technical Department for Unvented Attic Guide drawings and specifications.
APPLICATION PARAMETERS
•' • 600—90°
40°—120'
400—1200
• • • Less than 19%
Not to exceed 6"
EQUIPMENT SETTINGS
• '• • 120°—140°
• '• 120°—140°
• 120°—140'
• ' • 1100—1400 psi
• 1:1 by Volume
• • • 10-15 lbs./minute(i.e.01-Graco AR4242)
•' ' 6 Months
Disclaimer.The data herein is to assist customers who desire to use ourproducts to determine if the products are safe and suitable for their applications.The data presented herein
is not intended for use by non-professional applicators,or those persons who do not purchase or utilize this product in the normal course of their business.Customers further
assume full responsibility for quality control,testing and determining whether the products are suitable for each individual application.To the bestof Creative Polymers
knowledge,all technical data contained herein is true and accurate as of the date of issuance and subject to change without prior notice.NO WARRANTIES OFANYKIND,EITHER
EXPRESSED OR IMPLIED,INCLUDING WARRANTIES OR MERCHANTABILITYOR FITNESS FOR A PARTICULAR PURPOSE,ARE MADE REGARDING PRODUCTS DESCRIBED OR
DESIGNS,DATA OR INFORMATION SETFORTH, OR THAT THE PRODUCTS,DESIGNS,DATA OR INFORMATION MAYBE SUED WITHOUT INFRINGING THE INTELLECTUAL PROPERTY
RIGHTS OF OTHERS.IN NO CASE SHALL THE DESCRIPTIONS,INFORMATION,DATA OR DESIGNS PROVIDED BE CONSIDERED APART OF CREATIVE POLYMER'S TERMS AND
CONDITIONS OF SALE.
UPBSI-Open Cell 500-TDS
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THERMAL INSULATION AND AIR BARRIER
ESR-833
PRODUCT DESCRIPTION PRODUCT DATA
UPBSI CC-HFO is a two-component, one-to-one by volume spray-applied polyurethane foam. UPBSI
CC-HFO is a medium density spray foam designed to provide good thermal performance and a signifi
cant controller of air infl iltration in an air barrier assembly. UPBSI HFO is low GWP and zero ODP.
PROPERTYOD VALUE
R-VALUE @ 1" ASTM C 518 7.5
R-VALUE @ 3.5" ASTM C 518 24
CORE DENSITY ASTM D 1622 1.8-2.1 pcf
OPEN-CELL CONTENT ASTM D 6226 <5%
DIMENSIONAL STABILITY ASTM D 2126 <7.66%
TENSILE STRENGTH ASTM D 1623 46.9 Ib/inA2
COMPRESSIVE STRENGTH ASTM D 1621 32.2 psi
AIR PERMEANCE ASTM E 2178 <0.02
SURFACE BURNING CHARACTERISITCS ASTM E 84 Class-1
VISCOSITY-ISO AT 77F(CPS) 200
VISCOSITY-RESIN AT 77F 600-800
BURN CHARACTERISTICS
PROPERTY • . VALUE
FLAME SPREAD INDEX ASTM E 84 <25
SMOKE DEVELOPMENT ASTM E 84 <450
IGNITION BARRIER ACC377X
Complies with the applicable requirements of AC377 Appendix X for use in attics and crawl spaces
without a prescriptive ignition barrier
www.UPBSI.com-833-USA-FOAM-HFO CC 2.0
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TEMPERATURE GRADES
REACTIVITES AVAILABLE AMBIENT TEMPERATURE RANGE
SUMMER+ > 95T
SUMMER 70`F- 95T
REGULAR 50°F-70T
WINTER 30`F- 50`F
POLAR 20°F- 35°F
APPLICATION PARAMETERS
• • ` • • 60°- 90°
15*- 120°
• ` ' ` 15'- 120°
• • • Less than 19%
Not to exceed 3.5"
EQUIPMENT SETTINGS
• • •• • 110°- 130'
• '• 1 10*- 130`
• 1 10'- 1 30°
• ' 1 100- 1400 psi
• 1:1 by Volume
• 10-1 5 lbs./minute(i.e. 01-Graco AR4242)
• • • 6 Months
*The values represented in the Equipment Settings chart provides initial optimum settings.Actual operating ranges will vary as
ambient air;humidity,moisture,and substrate temperatures vary.Extreme conditions will aff ect the yield,adhesion and cured
physical properties of the foam.Applicator must make adjustments as conditions vary.
Disclaimer.The data herein is to assist customers who desire to use our products to determine if the products are safe and suitable for their applications.The data presented herein is
not intended for use by non-professional applicators,or those persons who do not purchase or utilize this product in the normal course of their business.Customers further assume full
responsibility for quality control,testing and determining whether the products are suitable for each individual application.To the best of UPBSI's knowledge,all technical data contained
herein Is true and accurate as of the date of issuance and subject to change without prior notice.NO WARRANTIES OFANY KIND,EITHER EXPRESSED OR IMPLIED,INCLUDING WARRANTIES
OR MERCHANTABILITY OR FITNESS FOR A PAR77CULAR PURPOSE,ARE MADE REGARDING PRODUCTS DESCRIBED OR DESIGNS,DATA OR INFORMATION SET FORTH,OR THAT THE
PRODUCTS,DESIGNS,DATA OR INFORMATION MAY BE SUED WITHOUT INFRINGING THE INTELLECTUAL PROPERTY RIGHTS OF OTHERS.IN NO CASE SHALL THE DESCRIPTIONS,
INFORMATION,DATA OR DESIGNS PROVIDED BE CONSIDERED A PART OF UPBSI POLYMER'S TERMS AND CONDITIONS OF SALE.
www.UPBSI.com-833-USA-FOAM-HFO CC 2.0
Home Energy Rating Certificate Rating Date: 2025-08-22
Final Report Registry ID: 558425003
Ekotrope ID: dE1 EJ7kd
Index
_ Score: Annual
• 11 Gillette Drive
home'sYour -
performanceEast 55
- - $960
Marion
. - -
August
Your Home's Estimated Energy Use: This home meets or exceeds the
Use[MBtu] Annual Cost criteria of the following:
Heating 58.9 $188 2020 New York ECCC Code
Cooling 0.3 $19 2018 International Energy Conservation Code- --,
Hot Water 12.5 $14 A
Lights/Appliances 20.1 $797
Service Charges $120 -.4
Generation (e.g.Solar) 0.0 $0 rn
Total: 91.8 $1,137 n �• -n
HERY Index Home Feature Summary: Rating Completed by: 2
;a
,� Mom FneW Home Type: Single family detached � o
iso
Model: N/A Energy Rater: Michael Caruso ci"ri
Existing 140 Community: Single and Separate RESNET ID: 7960376 `' .? In�lii
Homes 130 Conditioned Floor Area: 1,882 W Rating Company Energy Testing Services F—-- —9
120 Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716
Reference L10 Primary Heating System: Furnace•Natural Gas•95 AFUE 631-244-2627
Home Primary Cooling System: Air Conditioner•Electric•14.6 SEER2
90 Residential Water Heater•Natural Gas•0.96 Energy Rating Provider: Building Efficiency Resources
80 Primary Water Heating: PO Box 1769 Brevard,NC 28712
70 Factor
so House Tightness: 716 CFM50(157 ACH50) 800-399-9620 �o`w;
so-6 Ventilation: 102 CFM•33.2 Watts•Exhaust Only
Qo This Home Duct Leakage to Outside: Untested Forced Air
30 Above Grade Walls: R-19
20 ,ta„•no"
Ceiling: Vaulted Roof,R-30 �� CCtILUdI�
Zero E80Z o WindowType: U-Value:0.3,SHGC:0.3
Less Foundation Walls: R-14 Michael Caruso,Certified Energy Rater
o�„.rS�, '�� Framed Floor. R-30 Digitally signed:8/22/2S at 11:05 AM
ekotrope EnergyThe Rating Disclosure • •me is availablefrom the •• • ed Rating ' • •
1900 Gillette Drive East Marion NY
RatingHERSO Index Score: Date:Aug 22,2025
HERS ... 0i
Annual Estimates: Rating Company:
Electric(kWh): 4,8145 EnergyTesting Services
Natural Gas(Therms): 753.3 Rating Provider.
CO2(Tons) 6.5 Building Efficiency Resources
Rating Provider Address:
Approx.Energy Cost: $1,137 PO Box 1769 Brevard,NC
28712
Home Feature Summary:
,Q 1—lemy Single family detached,4
bedrooms,1,882 W
Iso
Existing 140 Heating:95 AFUE
Homes 77o Cooling:14.6 SEER2
uo
Reference uo Hot Water:0.96 Energy Factor
�`�I Home 100 Air Leakage:
90
so 716 CFM50(1.57 ACH50)
70 Ventilation:
60 so 102 CFM•33.2 W•Exhaust Only
60 This Home Duct LTO:Untested Forced Air
I- 'o xo Above Grade Walls:R-19
zero Energy °o Ceiling:Vaulted Roof,R-30
Homc o Window:U:0.3•SHGC:0.3
Ut•••u•.sy
Foundation Walls:R-14
Ekotrope RATER-Version:
ekotrope5.1.0.3695
1900 Gillette Drive
East Marion, NY 11939
Builder:Brian August
Model:N/A Community:Single and Separate
THIS HOME IS CERTIFIED TO MEET THE NEWYORK2020
ENERGY CODE
Building Features
Ceiling Vaulted Roof,R-30 Duct Supply R-6.0,Return R-6.0
Above Grade Walls R-19 Duct Leakage to Outside Untested Forced Air(Exempt)
Foundation Walls R-14 Total Duct Leakage Untested(Exempt)
Framed Floor R-30 Heating Furnace-Natural Gas-95 AFUE
Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Conditioner-Electric-14.6 SEER2 I
Infiltration 716 CFM50(1.57 ACH50) Water Heating Residential Water Heater-Natural Gas-0.96 Energy
Window U-Value:0.3,SHGC:0.3 Factor
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 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 provisions 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 Caruso Signature:
Organization: Energy Testing Services Digitally signed: 8/22/25 at 11:05 AM
Ekotrope RATER-Version 5.1.0.3695
New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments.
Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users.
Ekotrope disclaims all liability for the information shown on this report.
Energy Testing Services
2025 Combustion Safety Testing Form
Certified Home Address: 1900 Gillette Drive City: East Marion
Builder Name: Brian August Builder Tracking#
Combustion Appliance Zone (CAZ)# 1 of 2 Location of this CAZ: Basement
(Use additional forms if mare than one CAZ or if horse has multiple heating systems or water heaters)
Date of Test: 2025-08-21 Outdoors Temp During Test: 75 °F
CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure)
Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM
Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓
Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes)
NOTES:
Heating System Primary: Yes ✓❑No❑ Type: Furnace ✓❑Boiler❑Heat Pump Q Other❑
t z Ventine Type a DraftSip lla-ze Sip Ilaee CO CO
Efficiency Fuel Tvpe (Circle Type) Pascal (Worst Case (Natural) (Worst Case (Natural)
Rating:95.0 N❑✓ P❑O❑E❑ N❑N0mE S_Z NSA Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM NIA PPM
Yes ❑✓ Type: Standard Tank❑Indirect Tankless ❑✓ Size: 0.0 Style Common VentEJ
Water Heater Primarv: No Instantaneous Commercial (See Note 5 below) (Gallons) a
Stand Alone Q✓
Efficiency Fuel Tvpe
s z Ventine Tvp t e 1 Draft Sip llaQe Spillage(Natural) CO CO
(Circle Type) (Pascal) (Worse Case) (Norse Case) (NanrralJ
EF: 0.96 NZ P❑O aE_E] N❑M❑S Z N/A Pa. Pass❑✓ Fail❑ Pass❑✓ Fail❑ N/A PPM N/A PPM
Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes No❑
Oven CO N/A PPM Ambient CO(During Oven CO Testing) o PPM
r Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal
l Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric
3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper
M =Mechanically Assisted S =Sealed(Two Pipe)
NOTE: If the Venting Type selected is M,no Draft test is required for that appliance.
If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance.
A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible.
a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned)
Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required.
If Water Heater Type is Tankless,enter efficiency of combustion source.
NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54
If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48
Rater Name: Michael Caruso Rater Number: 7960376
Rater Signature: 7_ Z�(?a�,� Date: 2025-08-22
Energy Testing Services
2025 Combustion Safety Testing Form
Certified Home Address: 1900 Gillette Drive City: East Marion
Builder Name: Brian August Builder Tracking#
Combustion Appliance Zone (CAZ) # 2 of 2 Location of this CAZ: Attic
(Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters)
Date of Test: 2025-08-21 Outdoors Temp During Test: 75 of
CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure)
Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM
Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No 21
Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes)
NOTES:
Heating System Primary: Yes❑✓ No❑ Type: Furnace ✓Q Boiler❑Heat Pump Q Other❑
Efficiency
t Fccel Tvpe 2 Ventine Type 3 Drat Spillage Sin llaee CO CO
(Circle Type) Pascal Worst Case (Natural) (Worst Case) (Natural)
Rating:95.0 N❑✓ P❑O❑E❑ N❑�DN S_o NSA Pa. Pass❑✓ Fail❑ Pass❑✓Fail❑ N/A PPM NIA PPM
Yes ❑✓ Type: Standard Tank Indirect 0 Tankless ❑✓ Size: 0.0 Style Common Vent El
Water Heater Primary: No Instantaneous®Commercial (See Note 5below) (Gallons) ° Stand Alone Q✓
Efficiency s Fuel Tvpe 2 Ventim-Tvpe 3 Drat S illa a Spillage(Natural) CO CO
(Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural)
EF: 0.96 N❑✓ P❑oDEJ-1 N❑MQSZ N/A Pa. Pass❑✓ Fail❑ Pass✓❑FailE1 N/A PPM N/A PPM
Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Z✓ No❑
Oven CO N/A PPM Ambient CO(During Oven CO Testing) 0 PPM
Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal
2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric
3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper
M =Mechanically Assisted S =Sealed(Two Pipe)
NOTE: If the Venting Type selected is M,no Draft testis required for that appliance.
If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance.
A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible.
4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned)
5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required.
If Water Heater Type is Tankless,enter efficiency of combustion source.
NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54
If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48
Rater Name: Michael Caruso Rater Number: 7960376
Rater Signature: C%liu Date: 2025-08-22
o��oF so�ryol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G • Q
Southold,NY 11971-0959 �O
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
June 12, 2024
To: Mamais, Petros
179 Executive Dr
Manhasset Hills,NY 11040
RE: SCTM# 1000-38.-2-20 Petros Mamais: determination of merger request
Mr. & Mrs.Mamais:
As of today, based on the application, deed, and single and separate search submitted to
our office, along with the records and files of the Town of Southold, we have determined
that a waiver of merger is not necessary.
It is our opinion that the property in question is single and separate.
Should you or anyone have additional questions regarding this property,please feel free
to contact me at(631) 765-1802.
Respectfully Yours,
,AA Q�"' J� - t�uu
Tracey D r, Building PerrCs Examiner
Dwyer, Tracey
From: Dwyer, Tracey
Sent: Thursday,April 30, 2026 9:35 AM
To: 'goodbizznezz@aol.com'
Subject: 1900 gillette
Good Morning,
The building inspector measured the front porch at 5'1"x 8'10" as per our conversation on 4-10-26 you were going to
amend the porch to the allowable 5 x 6. It needs to be reduced to the allowable measurement.You cannot go for a
variance for the larger size because it was already denied.
BUILDING AREA
The aggregate of the maximum horizontal cross section of the buildings on a lot, measured between
the exterior faces of walls.
The term "building area" shall include the following:
Balconies.
LtL
Terraces, patios, decks and other structures above the finished grade.
Swimming pools, tennis courts and other similar structures.
The term "building area" shall exclude the following:
Cornices, eaves, gutters, chimneys and fireplaces, projecting not more than 28 inches from exterior
walls.
Steps and open porches, projecting not more than five feet from exterior walls and having an area of
not more than 30 square feet.
First-story bay windows projecting not more than three feet from exterior walls and exterior cellar doors
projecting not more than six feet from exterior walls.
Tracey Dwyer
Building Permits Examiner
Town of Southold
(631)765-1802
iEL D INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
-----------------------------------
FOUNDATION (2ND)
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INSULATION PER N.Y. / y
STATE ENERGY CODE MOW L)4 es 5 d 'oAtA e*a` A,
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oSUFFO(too TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y2. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
���y • a� ; Telephone (631) 765-1802 Fax (631) 765-9502 https•//www.southoldtownny.gov
-'Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Onlyi
PERMIT NO. D I �� Building Inspector:
Applications and`f6rms must be filled out n their enurety Incomplete � ; ;
eppl6tions will riot be accepted: Where the.Applicant is not,the owner,an
Owner's Authorization form(Page 2)shall be completed
Date:
O.WNER(S}OF.PROPERTY
Name: IV)A 1 ply nut GVL SCTM# 1000- 3
Project Address: 1 0 0 G e (�C Jl �k Mp 14 , /1
Phone#: s ` _ 3 y _ q a 3 Q,, Email: G 0 0 l7 z 2-2— G 2-2— AtOC.eu
Mailing Address: 1-7 0 s , Q, a of Ul 1 A U(,. S 4v
_CONTACT,PERSON:.;;
Name: ArJ (-\ AIA
Mailing Address: 12 U s a LAL Cha�-a V►l� Avri.. M S kj •1JJ
• -10
Phone#: 6 _ a3y %3 0 Email: v c D� Z.N �.Z + A.0 L- G a
DESIGN PROFESSIONAL'INFORMATION
Name: R p� L e
Mailing Address: S-0 c.IC` R T�, W(f�d �+ l` 1,gy
Phone#: C-3 0 — _n s 1 Email: pi f i V 0 in Ai` Pa Q r,
CONTRACTOR-INFO.RMATION:
Name:
Mailing Address: c 1�I i P V� iq A 'i L ''• I � ` St
Phone#: Email:
DESCRIPTION OF,PROPOSED.CONSTCTI RUON _
rKNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other W I kj !. k ► h $
Will the lot be re graded? ❑Yes DKNo Will excess fill be removed from premises? ❑Yes OKNo
1
PROPERTY INFORMATION
Existing use of property: �t .. ( Intended use of property: S" v ` r^�( �.3 .�
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes 1KNo IF YES, PROVIDE A COPY.
beck Box After Reading; The owner/contractor/design professional is responsible for all drainage and storm.water issues as provided by
Chapter 236 of the Town Code:-APPLICATION IS HEREBY.MADE to the Building Department for the Issuance of a Building Permtt pursuant'to the Building Zone
'Ordinance'of the Town of SoutFiold;Suffolk,County;New.York and otherapplicable Laws,Ordlriances or Regulations,fortfie construction of buildings,�. .
additions,alterations odor removal or demolition as herein described The applicantagrees to comply with all apphceble.laws,ordinances,building code;
_housing code and regulations and to admit authorized.inspectors on premises and in building(s)for necessary inspectionsrFalse statements made herein are-
=punishable as Class A misdemeanor pursuant to Section 210.45 of the New York State Pena l.Law
Application Submitted By(print name): ❑Authorized Agent [;Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
S L
COUNTY OF )
wig IL, a mi(q FlI(�L'I ,f� being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,y(S)he is the \/N kl it r
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file th I
Richard J.Cohen
Sworn before me this Notary Public.State of New York
No.02CO6254288
Y Qualified in Suffolk County �f
a of , 20 �-0 ie„-�arPf-@r lanunra 17
[ Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
s4
YOosuFFo� TOWN OF SOUTHOLD—BUILDING DEPARTMENT -
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971 0959
:ice T
-:.y • o�,. Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only ®�
PERMIT NO. 'CD I Building Inspector:
Ap .licatjons and,forms must be filled outm their entirety,Incomplete-
applications wdl not be accepted Where the,Applicant wnot:the owner,an Off!
Owner's"Authorization form(Page 2)shall-be completed
Date: r 1 / 1y
OWNERS)OF PROPERTY: - ..
Name: k 1 N A nL4 G,4Sy. SCTM # 1000 3 _ a
Project Address: G 1 1 I a. J< MFl
Phone#: s G _ '3 y q� a 3 Email: CD c _D 2-2_ G Z- (40L.c o
Mailing Address: 1 0 S , A, a A U�
CONTACT PERSON:
Name: ArJrjtA A#A L- `� J
Mailing Address: )_7 ,J k_vlo —a vl� Ur, A� S �- -1 1096
Phone#: I(o — a34 _ 13 0 Email: v o DQ x,-2—Z,N �2_Z + AP L • CG"
DESIGN PROFESSIONAL INFORMATION: .
Name: a�. l�- ► I h
Mailing Address: S_a C),,I C_IC,
Phone#: Email: r i V 0 Ai- P a o M
CONTRACTOR INFORMATION:
Name:
Mailing Address: Li a � � I�� � h �v� �S� ' C, N''• I � l ��
Phone#: Email: MI cD C �" GC^d''► C JAn
'DESCRIPTION OF PROPOSED CONSTRUCTION
I.gwew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other U'l TW !. k h $
Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes N0
1
PROPERTY INFORMATION
Existing use of property: Dq I C, 4 Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes CKNo IF YES, PROVIDE A COPY.
Check Box Aker Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building,Permit pursuant to the Building Zone
ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,.Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The.applicant agrees to comply with ail applicable laws,ordinances,building code,
housing code and regulations and to.admit authorized inspectors on premises and in building(i)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section*210.45 of the Nevr.York State Penaf Law.
A (ii ($��� s�
Application Submitted By(print name): rar1NA ❑Authorized Agent C�Owner
Signature of Applicant:
Date:
STATE OF NEW YORK)
Syy� L
COUNTY OF )
e-%(vrrtq 1,9k-A L'i s� being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the �\N ki k I-
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application fil?.-tary
I
Richard J.Cohen
Sworn before me this Public.State of New York
No.02Cn6254288
Qualified in Suffolk Count' ,J
�ay of , 2�_` c iri 17 20 G.G
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
DISAPPROVAL
Dwyer, Tracey
From: Dwyer,Tracey
Sent: Tuesday, September 16, 2025 3:15 PM
To: goodbizznezz@aol.com'; 'rarchibob@aol.com'; 'mikeorsi1 @gmail.com'
Subject: 1900 gillette drive
I have just received a final survey and amendment for changes at 1900 Gillette drive. The front porch and rear deck do
not match the original plans and do not meet setback requirements. I will have to write a notice of disapproval for the
project and you will then have to apply to the ZBA for setback variances.
Regards,Tracey Dwyer
i
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: September 16, 2025
TO: BMB Homes Inc
170 S Penataquit Ave
Bay Shore,NY, 11706
Please take notice that your amendment received: September 15, 2025
For permit to: legalize as built alterations to a new single-family dwelling at:
Location of property: 1900 Gillette Drive, East Marion,NY
County Tax Map No. 1000—Section 38 Block 2 Lot 20
Is returned herewith and disapproved on the following grounds:
The construction, on this 10,500 sq. ft. parcel in the Residential R-40 District, is not
permitted pursuant Article XXIII 280-124 which states lots measuring less than 20,000 sf
require a minimum front Yard setback of 35 feet and a minimum rear yard setback of 35
feet.
The as built construction, as shown on the revised survey,has a front yard setback of 30
feet.
The as built construction, as shown on the revised survey, has a rear yard setback of 32
feet.
• In conjunction with BP# 51237.
A orized Signai&e
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,Z.B.A.
CERTIFIED ELEC INSPECTORS APP# 100667
MAR - 3 2025 '
;sS�FFO(�c;f BUILDING'DEPARTMENT- Electrical Inspector .
®G� TOWN OF SOUTHOLD
.Town, HAIIAnnex - 54375 Main Road - PO Box 1179
�- • �� Southold, New York 11971-0959
oy 0� ; Telephone 631 765-1802 - FAX 631 765-9502
jamesh(ab-southoldtownny.gov — sea nd(cDsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: Big Bear Electrical Contracting
Electrician's Name: Paul DeLucia
License No.: ME-43841 Elec. email: office@bigbearelec.com
Elec. Phone No: 631.760.1997 ED I request an email copy of Certificate of Compliance
Elec. Address.: PO Box 606, Yaphank, NY 11967
JOB SITE INFORMATION (All Information Required)
Name: Marianna August - (h-eS
Address: 1900 Gillette Drive
Cross Street: Midland Place
Phone No.: 516.234.8303
Bldg.Permit#: t5l email: goodbizznezz@aol.com
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Electrical wiring and service for new construction home.
Square Footage: 2122
Circle All That Apply:
Is job ready for inspection?: ✓❑ YES ❑ NO Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ❑✓ NO Issued On 1/23/25 by Certified Elec
Temp Information: (All information required)
Service SizeFv(l1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 0
❑d New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground ✓❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
AMERICAN DREAM ABSTRACT, INC.
180 East Main Street, Ste. 100
Patchogue, NY 11772
Tel (631)776-1710
TITLE INVOICE Aril 29 2024 i `
P � Fax (631)776-1715
r APH 29 2024
Title Number SS6047-S
Record Owner � j� •�' °
Premises 1900 Gillette Drive, East Marion tA�T d��J' � .3•,`-s
District 1000 County Suffolk .
s �
S/B/L(1) 038.00/02.00/020.000
AncillarV Charges Total Purchaser Seller Lender NOTES:
SINGLE&SEPARATE
4 LOTS @$150 PER 600.00 600.00
*Sales Tax on$600.00 51.75 51.75
TOTAL 1 651.75 651.75 0.00 0.00
Liability hereunder is limited to$1,000.00 and such liability extends only to the applicant.
This is not a policy of title insurance.
AMER,C.I
First American 71"tle
April 29, 2024
Town of Southold
P.O. Box 1409
Southold, NY 11971
RE: Title No: SS6047-5
Premises: 1900 Gillette Drive, East Marion
Tax Map No.: 1000-038.00-02.00-020.000
Dear Sir or Madam:
Please be advised that American Dream Abstract, Inc. is a duly constituted and authorized agent
of First American Title Insurance Company. As such agent, said Company can act fully on our
behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles,
omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and
Endorsements thereto.
If you have any questions in this regard, please feel free to call me at any time.
Very truly yours,
1 &
Patricia A. LaPorta, Esq.
New York State Counsel
Agency Division
PAL/wvp
cc: American Dream Abstract, Inc.
180 East Main Street, Suite 100
Patchogue, New York 11772
Phone No. 631-776-1710
666 Third Avenue,5th Floor,New York,NY 10017
TEL 212.381-6600 • FAX 212.922.0881
www.firstamny.com
AMERICAN DREAM ABSTRACT, INC.
Representing First American Title Insurance Company of New York
180 East Main Street,Suite 100
Patchogue,New York 11772
Phone: 631-776-1710 Fax:631-776-1715
info@americandreamabstract.com
COUNTY OF SUFFOLK ) TITLE NO. SS6047-S
SS..
STATE OF NEW YORK )
AMERICAN DREAM ABSTRACT, INC., as policy writing agent for FIRST AMERICAN
TITLE INSURANCE COMPANY hereby certifies to TOWN OF SOUTHOLD that a search
was made of the records of the County Clerk's Office of Suffolk County back to 1957 for the
following described property:
1900 GILLETTE DRIVE,EAST MARION
ALSO being known and designated on the Suffolk County Real Property Tax Agency
Map as:
DISTRICT: 1000 SECTION: 038.00 BLOCK: 02.00 LOT: 020.000
See Schedule"A" description attached
THIS search is for information. The Company's limit of liability under this certificate, for any
reason whatsoever, whether based on contract or negligence, shall not exceed $25,000.00 and
shall be confined to the applicant to whom this certificate is addressed.
No policy to be issued hereunder;
Searches have been run to March 20, 2024
Dated: April 29, 2024
American Dream Abstract, Inc.
By: Caroline S. Bancroft
Sworn to before me this
29 day��p 1 024
Not Public
JoDi BRi s
NOTARY PtiBLIC,STATE OF N"EW YORK
Suffolk Counry
Commission# 01BR614.897
My Commission Expires April 17,?02&,"
TITLE NO. SS6047-5
SCHEDULE "A"
ALL that certain plot, piece or parcel of land situate, lying and being at East Marion in the Town
of Southold, County of Suffolk and State of New York,known and designated as Plot No. 15 on
a certain map entitled "Map of Marion Manor, situated in East Marion, Town of Southold,
Suffolk County,New York, surveyed November 25, 1952 by Otto W. Van Tuyl and Son,
Licensed Surveyors in Greenport, New York, owned and developed by Peter Blank & Son, East
Williston, Long Island, New York" and filed in the office of the Clerk of the County of Suffolk
on March 18, 1953 as Map No. 2038.
Premises also known as: 1900 GILLETTE DRIVE, EAST MARION
American Dream Abstract, Inc.
By: Caroline S. Bancroft
Sworn to before me this
29t'' qay of April, 2024
�hr�d
Nota ' ublic
JODI L BRLTST
NOTARY PUBLIC,STATE OF NEW YORK
Suffolk County
Commission# OIBR6143897
My Commission Expires April 1?,20_ U
TITLE NO. SS6047-S
SUBJECT PREMISES SCTM: 1000-038.00-02.00-020.000
CHAIN OF TITLE
DEED
Edwin H. King Dated: 10-24-1952
To Rec'd: 11-07-1952
Peter Blank & Son Jr. Liber: 3433 cp. 289
---------------------------------------------------------------------------------------------------------------------
DEED
Peter Blank and Peter Blank, Jr. as Sole Partners of Dated: 03-06-1959
Peter Blank & Son Rec'd: 03-09-1959
To Liber: 4596 cp. 247
Peter Blank and Peter Blank, Jr.
---------------------------------------------------------------------------------------------------------------------
DEED
Peter Blank and Peter Blank, Jr. Dated: 10-15-1965
To Rec'd: 10-19-1965
Manor Grove Corp. Liber: 5842 cp. 509
---------------------------------------------------------------------------------------------------------------------
DEED
Manor Grove Corp. Dated: 08-03-1978
To Rec'd: 08-10-1978
Frank Gonis Liber: 8477 cp. 521
---------------------------------------------------------------------------------------------------------------------
DEED
Frank Gonis Dated: 11-15-2000
To Rec'd: 12-07-2000
Petros A. Mamais and Maria Mamais,his wife Liber: 12088 cp. 990
LAST OWNER OF RECORD
&"OjtW �
American Dream Abstract Inc.
By: Caroline S. Bancroft
Sworn to before me this
29' day oJpV4
Nok Public
JODI L BRUST
NOT PtiBLIC;STATE OF '-EW YOB
Suffolk Counry
Commission# 0IBR6143897
Commission Expires April 17,20 (�
TITLE NO. SS6047-S
PREMISES ADJOINING TO NORTH: SCTM: 1000-038.00-02.00-019.000
CHAIN OF TITLE
DEED
Peter Blank& Son Dated: 06-19-1953
To Rec'd: 07-06-1953
Town of Southold Liber: 3541 cp. 436
LAST OWNER OF RECORD
JAUf
American Dream Abstract, Inc.
By: Caroline S. Bancroft
Sworn to before me this
29th d y of April, 2024
orr
�e —
Notary ublic
J D L BRUST
NOTARY PUBLIC.STATE OF NEW YORK
Suffolk County
Commission# 0IBR6143897 r),f
My Commission Expires April 17,20
TITLE NO. SS6047-S
PREMISES ADJOINING TO SOUTH: SCTM: 1000-038.00-02.00-021.000
CHAIN OF TITLE
DEED
Edwin H. King Dated: 10-24-1952
To Rec'd: 11-07-1952
Peter Blank & Son Jr. Liber: 3433 cp 289
---------------------------------------------------------------------------------------------------------------------
DEED
Peter Blank and Peter Blank, Jr. as Sole Partners of Dated: 03-06-1959
Peter Blank & Son Rec'd: 03-09-1959
To Liber: 4596 cp 247
Peter Blank and Peter Blank, Jr.
---------------------------------------------------------------------------------------------------------------------
DEED
Peter Blank and Peter Blank, Jr. Dated: 11-15-1962
To Rec'd: 11-26-1962
Charles E. Goldsmith Liber: 5269 cp 243
---------------------------------------------------------------------------------------------------------------------
DEED
Charles E. Goldsmith Dated: 12-17-1965
To Rec'd: 12-21-1965
Philip Schiavoni Liber: 5880 cp,498
---------------------------------------------------------------------------------------------------------------------
DEED
Philip Schiavoni Dated: 12-31-1966
To Rec'd: 01-06-1966
Roger William Schineller and Pamela Joyce Schineller, his wife Liber: 6096 cp 85
CONTINUED
American Dream Abstract, Inc.
By: Caroline S. Bancroft
Sworn to before me this
29'h jday of . n 2 24
Not Public
JODI L BRUST
[NOTA:RYBLIC,STATE OF NEW YORKSuffolk Countymmission# 01BR61�3897,�(ssion Expires April 17,20 )e
TITLE NO. SS6047-5
PREMISES ADJOINING TO SOUTH: SCTM: 1000-038.00-02.00-021.000
CHAIN OF TITLE
continued
DEED
Roger William Schineller and Pamela Joyce Schineller,his wife Dated: 07-15-1988
To Rec'd: 07-20-1988
Leon Chihlas and Calliope Chihlas,his wife Liber: 10649 cp 99
---------------------------------------------------------------------------------------------------------------------
DEED
Leon Chihlas and Calliope Chihlas,his wife Dated: 02-01-1995
To Rec'd: 05-08-1995
Leon Chihlas Revocable Trust Liber: 11724 cp 428
---------------------------------------------------------------------------------------------------------------------
DEED
Leon Chihlas, trustee of the Leon Chihlas Revocable Trust Dated: 06-21-2021
To Rec'd: 07-08-2021
Leon Chihlas and Calliope Chihlas,his wife Liber: 13111 cp 620
---------------------------------------------------------------------------------------------------------------------
DEED
Leon Chihlas and Calliope Chihlas,his wife Dated: 08-04-2021
To Rec'd: 10-27-2021
George Xerakias and Anna Litsakis,his wife Liber: 13126 cp 682
LAST OWNER OF RECORD
ale
American Dream Abstract, Inc.
By: Caroline S. Bancroft
Sworn to before me this
29'h d of April, 2024
r�-A Nk-t�
Nota I
lic
=PU�BIJC.
=OIBR61443897
[NOTARYYORK(„0 2/
TITLE NO. SS6047-S
PREMISES ADJOINING TO WEST: SCTM: 1000-038.00-01.00-001.013
CHAIN OF TITLE
DEED
Peter Cherepowich Dated: 09-28-1951
To Rec'd: 10-26-1951
Joseph Cherepowich and Sophie Cherepowich Liber: 3282 cp. 311
NOTE: Covers Premises and more
---------------------------------------------------------------------------------------------------------------------
DEED
Joseph Cherepowich and Sophie Cherepowich Dated: 01-23-1986
To Rec'd: 02-03-1986
Joseph A. Cherepowich, Helen Polak and Marion Santacroce Liber: 9971 cp. 30
NOTE: Covers Premises and more
---------------------------------------------------------------------------------------------------------------------
DEED
Joseph A. Cherepowich, Susan S. Cherepowich,his wife, Dated: 07-25-2001
Helen Polak and Marion Santacroce Rec'd: 08-22-2001
To Liber: 12137 cp. 271
County of Suffolk
NOTE: Covers Premises and more
NOTE: Developmental Rights
---------------------------------------------------------------------------------------------------------------------
DEED
Joseph A. Cherepowich, Susan S. Cherepowich,his wife, Dated: 04-20-2004
Helen Polak and Marion Santacroce Rec'd: 07-20-2004
To Liber: 12331 cp. 747
County of Suffolk
NOTE: Corrects Deed in Liber 12137 Page 271
NOTE: Corrects Developmental Rights
CONTINUED
American Dream Abstract, Inc.
By: Caroline S. Bancroft
Sworn to before me this
29"' ay of April, 202
�Mmw_
Nota ublieF—T
J ODI L BRL ST
ARY PUBLIC,STATE OF NEW YORK
�Ll�{O11C COnRLV
Commission# 01BR6143897
y Commission Expires April 17,20 �j
TITLE NO. SS6047-S
PREMISES ADJOINING TO WEST: SCTM: 1000-038.00-01.00-001.013
CHAIN OF TITLE
continued
DEED
Helen Polak AKA Helen A. Polak Individually as Executor Dated: 01-30-2008
of the Estate of William J. Polak Jr. Rec'd: 02-11-2009
To Liber: 12580 cp 413
William J. Polak III, Kevin T. Polak and Gregory P. Polak
as trustees of the Helen A. Polak Irrevocable Income Only Trust
NOTE: Covers Premises and More (Two Towns)
NOTE: William J. Polak,Jr. Died in Suffolk County 10/16/2004 in Surrogates Court 239 P
83
---------------------------------------------------------------------------------------------------------------------
DEED
William J. Polak III, Kevin T. Polak and Gregory P. Polak Dated: 04-04-2012
as trustees of the Helen A. Polak Irrevocable Income Only Trust Rec'd: 09-12-2013
as to 1/3 interest Liber: 12743 cp. 932
To
Kevin T. Polak and Gregory P. Polak, trustees of the Kevin T.
Polak Trust, Gregory P. Polak and William J. Polak III, trustees
of the Gregory P. Polak Trust and William J. Polak III and Kevin
T. Polak, trustees of the William J. Polak III Trust
NOTE: Covers Premises and more
---------------------------------------------------------------------------------------------------------------------
DEED
Joseph A. Cherepowich, Marion Santacroce, Kevin T. Polak Dated: 06-21-2017
and Gregory P. Polak as trustees of the Kevin T. Polak Trust, Rec'd: 07-25-2017
Gregory P. Polak,William J. Polak III, trustees of the Gregory Liber: 12921 cp. 865
P. Polak Trust and William J. Polak III and Kevin T. Polak,
Trustees of the William J. Polak III Trust
To
Truxel Capital LLC
NOTE: Covers Premises and more
CONTINUED
4-4—w—�
American Dream Abstract, Inc.
By: Caroline S. Bancroft
Sworn to before me this
2 tb day of April, 2024
I'r
t ry PublicFMYC0n1rr1i7S5i0ri
JODI L BRLTST
UBLIC,STATE OF SEW YORK
Suffolk County
ission# 01BR61 4j897 r,
Expires April 17, 20 2�
TITLE NO. SS6047-5
PREMISES ADJOINING TO WEST: SCTM: 1000-038.00-01.00-001.013
CHAIN OF TITLE
continued
DEED
Truxel Capital LLC Dated: 11-02-2017
To Rec'd: 11-30-2017
Stefan Q. Soloviev Liber: 12940 cp. 260
NOTE: Covers Premises and more
---------------------------------------------------------------------------------------------------------------------
DEED
Stefan Q. Soloviev Dated: 11-02-2017
To Rec'd: 11-30-2017
6500 Main Rd East Marion LLC Liber: 12940 cp. 273
LAST OWNER OF RECORD
American Dream Abstract, .
By: Caroline S. Bancroft
Sworn to before me this
29�' day of April, 2024
No Public
JODI L BRL;ST
NOTARY PUBLIC,STATE OF NEW YORK
Suffolk Counry
Commission# OIBR6143897
My Commission Expires April 17,20 /��/
TITLE No. SS6047-5
PREMISES (STREET)ADJOINING TO EAST:
GILLETTE DRIVE
American Dream Abstract, Inc.
By: Caroline S. Bancroft
Sworn to before me this
29t'day of April, 2024
Not ublic
JODI BRUST
NOTARY PUBLIC,STATE OF NEW YORK
Suffolk count,
Commission# OIBR6143397
My Commission Expires April 1-7,�p
Distm [l 000] 1 Sect: [038.0: 1 M
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- , JOSHUA R. WICKS P . L . S .
N 64051 '/0" E 1 00.00 ' I SURVEYED BY:J.R.W. DRAWN BY:D.T.O. JOB NO.:JRW2S-0114
UTILLAND N/F TOWN OF SOUTHOLD I POLE w WATER MIDLAND
P.O. BOX 593
� VALVE �/ Center Moriches, N.Y. 11934
� 3 PLACE _ JoshuaRWicks@gmail.com
HYD. WATER = _VALVE GRAPHIC SCALE
POOL o 6' STOCKADE FE. ALONG LINE w �\��o� 0 1(Zo) 2(a�) 3(Go)
EQUIP.
� � c1ol
\(2)
7.5' I/A SEPTIC D.B. o� I
0 0 # 00® ss o � �`� 3 o s 5(J�I/�Y or FPOPEPTY
3 w DISAPPROVAL
' PUMP LG1 LG2 5iLO
Lot I5 Map of
O Z x? C ❑ L J w
�'� ¢ " ' 5., ��� (�� a 3 O Marion Manor
I ILG3I �LG4� o Fdocl: March 18, 195 - Map No. 2038
CO z N 0 9 = I L J L -I i o 3 I 51TUAT�
CD 2 STY. /,! o �A5T MA00N, TOWN OF 5OUTNOLP
FR. RES.
cl
34.0' /! #1900 I 3 3 5UFFOLK COUNTY, NSW YOFK
3 MAS. PATIO M F.FL=18.3' 0.9' vi
� ," WATER W 5Uffolk Courltq fax Map No,;
35.1 METER 3
N '/ WATER SERVICE Q �7
C0 0 �, - - - - 6 L W w w W-W w I000'0�0.00-02,00'020,000
j/ BLOCK CURB O
z m LOT 15 %' 1 STY. CAR. N, 3 [�-� FINAL SUpV�Y: 9/II/2025
q ,/l G.FL=15.6' N_; �I
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RAVEL DRIVEWAY
LO GRAVEL uj
0 MAS. WALK ;E
BLOCK CURB � C\2 I�
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6' STOCKADE FE. ALONG LINE POLE NOTE:
eni 3
6' PVC FE. NO VISIBLE WELLS WITHIN 150'
OF SUBJECT PROPERTY
LOT 14
B 3:
g N 64051 '10" E 100.00 ' LOT AREA
10,500.00 S.F.
0.24 ACRE(S)
O
A B C o
I/A SEPTIC 14' 26.5'
D.B. 19.5' 44.5 13j ,`�OF NEw
L31 43' 17' P �p R. k, 0
032 47' 24.5'
LG3 33.5' 13.5' i
L34 38.5' 22.5'
SANITARY LOCATION CHART i NOTE:
AVES POINT ROAD ALL UNDER GROUND UTILITY LOCATIONS
CLE !/
e r AND SIZES PROVIDED BY OTHERS 05A01, �o
*ALL ELEVATIONS REFER TO NAVD88'DATUM LAND S
CHECKED BY:
(1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. (2) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP
W SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS
H BOUNDARY SURVEY MAP. (4) THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. (5) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. 'IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. (6) THE OFFSET (OR DIMENSIONS) SHOWN HEREON
0 FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS. PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION. (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. (6) THIS SURVEY WAS PERFORMED WITH A TRIMBLE S8 ROBOTIC
TOTAL STATION. (9) THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED.
DWELLING 17 -I/1.VENTILATION PIPE
FF 15.3
O SCUM BAFFLE
GRADE 12.5 CHAMBER T BY fl0Y K.REISSIG,P.E 7-10 Volome(al)
C/D ❑ GRADE GRADE 11.8 GRADE 5X MAX 7/z/z0za _ 7
LLGRADE 11.5 GRA➢E 11.3 E1..11.5 •- �i � Sedimromlion Chamber 277
IEID.O Pi TOPsoIL
DIST E9.7 ECILEFT PUMP
Anaerobic Filtration Chamber 27R
IE30.4 IEIDA IE9.9 BOX BROf y,° ri O A S ' mN 0 Stom a Chamber illation ChamMr 16i
4' SDR 35 IE9.6 3' DEEP po L'YLINDER opTIGNAu
PITCH 1/4•/FT PiPESOVER BRN.our o - Dis;nftttion Chamber 4
FUJI CEN 4' SDR 35 LEACHING Q SAND& ms,,..nioa
PITCH I/8'/FT GALLEYS ELG.9 3 GRAVEL r ro ` 4•INLET P 'OUTLET PIPE Total Volume 749
Al A
EL5.7 SM COBBLES 0 ,�" -i°`4�"`mom 4'-0# 1- SPECIFICATIONS
3'MIN/4.9'ACT iD ronYXrwn „aar.u'v,.a°+.c�.:az
SP BRN.SAND O ,s, B.MTic Melia PP Filling Rate
p &GRAVEL rorumura.vw,a m.a,..�el•.�.,.a.r� Board?pe Aembie Media PVCl PPIPL• Fillin5 Rate 164b
HEGW=2.0 - 7A' ,.aa.r�,�•mmn..a,n„�,*.-1w CD AIR LIFT PIMP Acmbic Medie PP/PE Filling Rale 57°0
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6 POLYLDK 2V SAFETY S
BOXACCFPiS Pt 3009-SS OLYLOR 24'FCAVY COVER
PDLYLOK 20'0.BOX HFAV1'COVER PARTNO.d%7-M TESTHOLE DATA PfILYLOIC 20•Im POLYLI➢0 20-HD COVER Pt 30D8-1m
TD GRADE PART NO.3017-20 GRATE- PART NOA017-= O P6 3017-CED Pa 3o17-C20 OLYLUX 24•SAFETY SCREEN
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8.5'X 4.75'X 3'DEEP LEACHING GALLEY DVElLM VIIN 4 TE M 0 GMAGE CRBTDIR PRESSURE TO ELECTRICAL
UPPLY
79.5 S.F. SIDEWALL AREA/GALLEY 60 E RFAAMB 4-X G)
NOTES REODRED 440 GP➢OVTS SYSTEM
1.CONCRETE 3,000 PSI 8 28 DAYS REBINRED 4-3'DEEP LMUG GALIIES •POSTS IC MEDIA
2.REBAR TD BE ASTM A-615 GRADE 60
3.WELDED WIRE FABRIC ASTM A-IBS FLOW REDBRED 2-3'TLC DPANSM GALLES ��[PGRnI>E� TUI ASSEMBLY
4 TDP SLAB AND WALL ARE MONOLITHIC
LEACHING GALLEY SEVER LINE PROOSED SEPTIC MTN FOR 4UM. FUJI CLEAN CONTROL PANEL
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NTS CLEANOUT DETAIL z_T D� NTs
NTB FUJI CEN-5 OWTS
SANITARY HIDE$ MAIN ELECTRICAL PANEL PANEL MODEL C DISCHARGE PUMP
CONTROL
L THE OVTS INSTALLER SNN.L HOD AN ENII]RSEIDNT FRET TIE 91M 00 EEPARTIENT IF IIATR
FE RG(>}PJd29MROSETDDITS 2 AN EXECUTED OFWTOR AND RADOE)IANCE NINIRACT BETVffN THE IIADNf1D1UECE PROVIDER!AHD TIE MGM CB A - 1 CB 1 5
LAND N/F I1� WLL BE PROVED TO TIE SCONS /�
70MN OF SOUTHO7D a UVTS OOT TO lE SETT VMM-ME EDIISE TRAP INSTALLED LSB2 a - 1 AIR BLOWER
m v" 4,IR OTATLE SiILS SWILL BE REI+flVED RE REAAEB VITN SAEDI AND CRAVEL,(SP BR SO PROVIDING A NIRLT-M CEILEAR \J
IYWRIADAPH PXTE M EINN WWII A i@NID1T STEW STRATA iF ACCEPTAi I SAND AND GRAVEL R3D}WN EUTION 1EPTH iO BE a 3Y,
•S'OEIP009GUMS S THE CONTRACTOR SNRII.NOTIFY TEE DESIGN BOOM I WEEK 1N ADVANCE IF 90 INSTALLATION TELEPHONE SERVICE L
I3 LIP YYbPDINE YANZYA4I M b SANITARY COVERS LESS TM 60 LIS VILL HAVE SATO L1D/M - - - -
' 9 _ ; 7,ALL DRTVELIS SHA�L EE A E M OF O FEET FFM SANITARY AND VATER LIES � RJIS J
i0 CONTROL PANEL
B ELECTRIC SERVICE AND UTE m VRES TO BE OVEAEM CIRCUIT BREAKER ---(^)
,s° PROP. - - 6 SPECIFICATIONS to- = J HIGH WATER ALARM
')ne EPaOOL :a Y'S ELECTRICAL PANEL
1 e vua�wcE„asa<s CB A - 30 AMPS 3
IN 775) ,.�m VERICOMM CONTROL PANEL
a)vLE 0. v CBS-20 AMPS -
= 90 J J • outer v,ATrnwsseMeou�ao wcLrrPl CB3- 15 AMPS
�_' P ° °= WIRING DIAGRAM
i r n27)
5 3 ro _ FUJICLEAN I/A OWTS
d y 29.0' MIIIN �00 'MIN/?.' 7roE Design Professional's Certification Required. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
23 .0' PERMIT FOR APPROVAL OF CONSTRUCTION FORA
0.0' 10. >y�� R °'�r""" "`„'A`"`E Submit P.E.or R.A.Certification ForpPThe Installation and Construction of the Sewage Disposal System SINGLE FAMILY RESIDENCE ONLY
PROP. gP^^ hSIEPsnr - Use Form VVWM-073
as �K �K r nEaro =. 4 --
m n �aDAaaro DATE aAs/zoza H.S. NPRC. P G,'VtA 'FAu o --irrl -.E. LEvctMv.m _ R-24-1123
APPROVEDcbb�� � FOR MAXIMUM OF 4BEDROOMS
36.2' � R) � � EXPIRES THREE YEAR ROM DATE OF APPROVAL
LOT 15 �Fp �Paa L
10,500 S.F. o
II-) °W�
III} `=4 NSA���• w P P � �m. .. �_� pa:.� �_��._�� EXCAVATION INSPECTION REQUIRED
RLIM to S 64'51'10'W 100.00' a ""'"OA mn ..........,_,...�_..x.�.,...,�.,e.„....,.,. ...,,.....
ads FOR SANITARY SYSTEM
I�r roL° NG, STTEDNETRRATDrk SY HEALTH DEPARTMENT
1E1"'C-T P, ADDREM,1900 Ef1ET1E DRIVE,EAST NARiOE,KY.
LEGEND I M I •� -�.-^- �^°P "°` SITE PLAN BASED IN SURVEY ERiM MOM BECIM LS.DATED 4/26/2024
1EY .� �„_ ,_ SITE AREA ON SF.NR 0241 ACRES
LG-PRECAST LEACINNG GN SCDHS APPROVAL
ALL ELEVATION RffFRNCED TIT WIVD'BB MTUH
EG-D(APNISEEN LEAOIOG GAl1EY 4 ° All SI1 MING LOiS TINT ARE DDPRRWED NAVE POBUC VATER VITH 19'ff SITE Michael Mapes,P.E.
CO_LLEAMIET Sip1ClURES NOTED IN SiTE EOF NEWyp 163 PENINSULA PATH
M6-TOLD CM 440 GPD I "" '°�" � 11E1E PRE i0 UEOERGR[LRO FUEL TAiD(S EON SIIE `���stL°'kv� RIVERHEAD,N.Y 11901
X 1t7LX-DRSTING SPOT ELEVATION w "m„`�""" NO SURFACE VATER VITNM 300'IF SITE t ay �s # PHONE 631.369-2170
-C - PFSP DIN ELECTRIC SERVICE CLEA VES .:`: a..s-• ."� .m= --"==....••.•••�•- 111115 -
��� SURVEY ff W)°IF R4WON NN➢➢E a
OW-FRiHISED SPOT ELEVATION 30 20 io 0 10 20 30 POINT - APPanvro q eaEaYu15 FUJICLEAN INLET ADAPTER 90 FiLED i M IB,19S3 FILE Na 203B 1900 GILLETTE DRIVE
-H11-VATER SERVICE l i l l l l l 1 1 I ROAD �s 0705"�y p PROPOSED SANITARY PLAN REV.
DID-DiSTRIBOTION LD( scALe1'=zo' - "�� A
c
DATE 7-18--3024 SCALEf-aY SiFST 1 OF 1
i
LAND N/F OF
TOWN OF SOUTHOLD
(RESERVED-VACANT) z
UP
1`$ N 64051'10" E 100.00' 1,5I ,
r
41oll
IFNC. 20
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ul 0 35.9' —z
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K< I B.B. CURB
lc� ASPH. DRIVE
z LOT 14
(DWELLING)
I,
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cn
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CERTIFIED TO:
0F NEWY
H. eFc�0,�,� CLEA VES
. POINT
ROAD
TH
��• S�`0 WAY
AND E Ie7tS ,_1P ORD IF
ANY,
GUARAN AND
i
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STA TE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR NOTES:
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY. 1. ELEVATIONS SHOWN REFER
TO NAVD 88 DATUM
GUARANTEES INDICATED HEREON SHALL RUN 2. EXISTING GROSS FLOOR AREA
ONLY TO THE PERSON FOR WHOM THE SURVEY FIRST FLOOR = 977 S.F.
IS PREPARED, AND ON HIS BEHALF TO THE SECOND FLOOR = 942.7 S.F.
TITLE COMPANY, GOVERNMENTAL AGENCY AND GARAGE = 242 S.F.
LENDING INSTITUTION LISTED HEREON, AND 3. THERE ARE NO SURFACE WATEIjS\
TO THE ASSIGNEES OF THE LENDING INSTI- WETLANDS WITHIN 300 FEET OR
TUTION, GUARANTEES ARE NOT TRANSFERABLE. SUBJECT PROPERTY
SURVEY OF: LOT 15
MAP OF MAR/ON MANOR KENNETH H. EECKMAN, L S!�
FILED MARCH 18, 1953 FILE No. 2038
SITUATED IN: EAST MAR/ON Surveying and Land Planning
1814 Middle Country Road
TOWN OF: SOUTHOLD Suite D
Ridge, N.Y. 11961
SUFFOLK COUNTY, NEW YORK (631) 345-9427
FAX (631) 345-9426
DATE: 412612024 JOB NO. B24-22531 SCALE: 1" = 20'
DIST. SEC. BLK. LOT FOUNDATION LOCATION 11/08/2024 B24-22836
S.C.T.M. N0. 9000 038 02 020 REV. DWELLING 10/3/2024
ADD PROP. SANITARY 8/12/2024
B.O.H. SURVEY 6/18/2024 B24-22598
LAND N/F OF I
TOWN OF SOUTHOLD I 1
(RESERVED—VACANT)
UP if
1_'._
N 64051'10" E100.009m "
I
N 0 V 1 ? 2024
IFNC.
22.8W
:15m
b D
Z
01 35.9'
® 2T9
0
C 1. .
aco� ire
LOT 15 'z.Z
� ` 000,
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0 10,500 S.F. N m ° N
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cn —b _
5 I y O �
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`jam i
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1= �
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I Z
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21.1W m-?. Nm o 0
S 64*51'10" W - B.B. CURB 100.00' j
Icy�
" I B.B. CURB
ASPH. DRIVE I
.z LOT 14
(DWELLING) m
v �
' o
p
O
` i
CERTIF
wt
POINT
THE � C 451�,41RIG ��O WAY ROAD
AND ,qS h ORD IF
ANY, NOT T
GUARANTEED.
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STA TE
EDUCA77ON LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYORS INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED NOTES:
TO BE A VALID TRUE COPY. 1. ELEVATIONS SHOWN REFER
GUARANTEES INDICATED HEREON SHALL RUN TO NAVD 88 DATUM
ONLY TO THE PERSON FOR WHOM THE SURVEY 2. EXISTING GROSS FLOOR AREA
IS PREPARED, AND ON HIS BEHALF TO THE FIRST FLOOR = 977 S.F.
TITLE COMPANY, GOVERNMENTAL AGENCY AND SECOND FLOOR = 942.7 S.F.
LENDING INSTITU77ON LISTED HEREON, AND GARAGE = 242 S.F.
TO THE ASSIGNEES OF THE LENDING INS77— 3. THERE ARE NO SURFACE WATERS\
TUTION, GUARANTEES ARE NOT TRANSFERABLE. WETLANDS WITHIN 300 FEET OF
SUBJECT PROPERTY
SURVEY OF: LOT 15
MAP OF MARION MANOR
FILED MARCH 18, 1953 FILE No. 2038 XENNETH H. BECKMAN L.S.
SITUATED IN: EAST MARION Surveying and Land Planning
1814 Middle Country Road
TOWN OF: SDUThIDLD Smite D
SUFFOLK COUNTY, NEW YORK Ridge, N.Y. 11961
(631) 345-9427
FAX (631) 345-9429
DATE: 412612024 J06 NO. 824-22531 SCALE: 1'° = 20'
DIST. SEC. BLK. LOT FOUNDATION LOCATION 11/08/2024 B24-22836
S.C.T.M. NO. 1000 038 02 020 REV. DWELLING 10/3/2024
ADD PROP. SANITARY B/12/2024
B.O.H. SURVEY 6/18/2024 B24-22598
siz37
JOSHUA R. WICKS P . L . S .
N 64051 '10" LI 100.00 ' SURVEYED BY:1.R.W. DRAWN BY:D.T.O. JOB NO.:JRW25-01-4
UTIL.LAND N/F TOWN OF SOUT11OLD POLE WATER Center Moriches, N 3
MIDLAND 11934
?4 VALVE PLACE JoshuaRWicks®gmail.com
- #631-405-8108
— — HYD. I WATER �- _- GRAPHIC SCALE
VALVE
POOL -0 6' STOCKADE FE. ALONG LINE w �` 0 1 z 3
EQUIP. � (oo) (64)
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LG3I MD_"". i8: i�i� ' M� Nlo
0
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2 STY.
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Z 34.0' o
#1900
w :2 m F.FL.=18.3' 0.9' w
3 MAS. PATIO Q,
>< r WATER W I Suffolk County fax Map No.
� 35.1
No w ./r WATER SERVICE METER ��L/�'UJ�,OV"U2,�0'02U,�Vn
V
CL
LO BLOCK CURB
aO GOT 15 U i 1 STY. CAR, N, I z W �
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O ? 27.3'1. ; GRAVEL DRIVEWAY 0
LO GRAVEL LO ` , �]
w ~ D C U E
O MAS. WALK BLOCK CURB
PIT -
Lj SUFFOLK COUNTY DEPARTMENT OFAHEALT H SERVICES S E P 2 4 2025
" M I APPROVAL OF CONSTRUCTED WORKS FOR
o A SINGLE FAPw^ILY RESIDENCE
LO Building Department
®ate: SEP 10 2025 T
H.S. °_';. f' I_A ��m of Southold STOCKADE FE, ALONG UNEn a- _ _ P I ! ---_--•-- R' � � NOTE:
6' PVC FE. I T}1L seance dispose;'1n'" b' 'Ite"SU��I`y i3!'iI-G 5 at is iOca;14o 1 have been NO VISIBLE WELLS WITHIN 150'
fl OF SUBJECT PROPERTY
I,UT 14
inspected and;or c._ :a qy h ; r): c "_ a:enciFs and
i found to be satisfactory FOR A NIAXIMU G;- t f_SEDROOPriS. LOT AREA
! N 64051 '10" E 100. 00 '
I 10,500.00 S.F.
{ Q 0.24 ACRE(S)
{ ' .,.,JONATHAN PAI PE CHIEF I
I O � i
A B C OFFICE OF WASTE MANAGEMENT
I/A SEPTIC 14' 26.5'
D.B. 1 a4.5' M Mans --(ter Q �P R.Ew YO,A
LG1 43' 17' � �I ' , .
LG2 47' 24.5' ( r�C �. bD\ (f red �' �f-
LG3 33.5' 13.5' ; >Qor�
LG4 38.5' 22.5'
SANITARY LOCATION CHART NOTE:
CLEAVES POINT ROAD
ALL UNDER GROUND UTILITY LOCATIONS %
AND SIZES PROVIDED BY OTHERS %F No 05107 �o
*ALL ELEVATIONS REFER TO NAVD88'DATUM ti%P, LAND
CHECKED BY:
�r SEARING ,n _ __ _ _ SECTION .,c_n Irn N o - Y^ STATEEDUCATION ' W'. CUNDARY - SVRV n-c EMBOSSED SEAL - n -
' (I) 11NAUi HORi?cD ALTERATION OR ADDITION TO IFilS SURVEY MAP 5_A.,:No .4 LICENSED lA4„ nURVEYCn^'S SEAL IS 4 4:Qi_AinJN Q/ >EC riON '209, S�- „IV._�,.h ., 0! NEW .ARK S AI_ ,h l2; ONLY ew � SURVEY MAPS WITH THE _.n�EY.,K'_ _M,..,__e� __4_ ARE GENUINE TRUE AND CORRECT COPIES OF ROE SURVEYOR'S CRiG!NA! WORK AN.. OPINION. r31 CERT!FiCATIJNS ON THIS 50UN:a.Y SURVEY 1.1AF
U1 _ _ _ _ _ _ STATE a^nrF CI. A 'D SURVEYORS, CERTIFICATION - -r� PERSONS _ _ __ _ _ _ _ � _
,N - c I rr B. TH- N rRH IN, yS 'i4T!ON OF n_._S_CN'.,L lnN,. _U4V_FRS CG.II I�ATIDN h U'dl�_7 TO r_nS..N_ FOR WH`M R" c � I. �:. r � c
U,SIGN.. THAT .He n!AF WAS PREPARED IN ACCORDANCE WYiH. THE CURRENT EXISTING CODE OF PRACTICE FOR .AND SURVEYS ADOPTED B E NEW "•� STATE _S0� '•JC. f, IF!F. BOUNDARY SURVEY VAP I_ rRLPARED. TO � E In__ COMPANY, i _ GOVERNMENTa.L AGENCY, AND TO ,H_ LENDING ,N_TITUTION LISTED ON .:HIS
^,,n.,wan-• - n:- 'c - 'itr.',-_ - r - - - _ THIS e •^�r eT c -I"" �•r^'' ^R N:.�.A ARE '^.T AI-WAYS �Nt„ � AN �_\ +'._T S d,- - :NDFR ..,.UND 14,F.40VE.'J�N7 OR A' A !+�'� Ar Y use e'�av, cl OFFSET r•C n e�n e4c�
F- .OUhC.AFI' SURVEY IJ4 �4) THc CERTir-,.,IONS HEREIN ARE NOi TRANSFERABLE. (_1 THE LO�A�.,r,� 0` UNDERGRO'J t:O IMPR..���1cNTS .. E ., ��._�,_ _ �. � .. � - ^ i� _ � � E .R� C...,.N__ aX�. O�. 4. S4 DW'N, in'c PLP4�„V_M,�JiS ?!. EN_.O ....M..N;S 4�i NOT COVERED _.. I.�_ _�..._Y. ; i'ic OF.,.EI ( _Ih!EN�IONS) _F.:WN H_.,_U.a
�.nr - a r !'ai�r N ..... N r' r n�u C a c,, •Pc"T , ^f - 1. `JINr W P r•.47i lA 4:r<- .. _ .' � I' A l �'i. r I PROPERTY _ .c� Fr.C�S iHF. _7,.UCTURES i0 THc FROPFR71' LIN_5 aRc FCR a. _F�CIFIC PURPOSE AND L'nE ANC iHE.KEFORE 1+.Rc NOi UJTEr:CED TO �,.�__ IHE _.,... IOJ � EN.._.., ,_ �� � __, CC_S, OS {-,,>, i„_D NCS, t. .,. J.,.R TYPE OF w Lu R„CLON. (7)•P:20P..4 CORNER M�_L,.McNTS 'HERE NOi Sc"7 AS FART OF i},L SURVEY. (B) irtiS SUR\%F'f 55'.AS PERFORMED WITH A 7R!M'olE 52 R090TIC
`I TOTAL STA710N. (9) THE EXISTENCE OF RICHT OF `NAYS AND/OR EASEMENTS OF RECORD IF AN'Y, NOT SHOWN ARE NOt GU.4RANIEED.
Generated by REScheck-Web Software
Co,m pl is nce Certificate
Project Brian August- 1900 Gillette Drive, East Marion, NY 11939
Energy Code: 2018 IECC
Location: Greenport, New York
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 1,882 ft2
Glazing Area 11%
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
All Electric false
Is Renewable false
Has Charger false
Has Battery: false
Has Heat Pump: false
Construction Site: Owner/Agent: Designer/Contractor:
1900 Gillette Drive Brian August Robert James Higgins
East Marion,New York 11939
r
Compliance: 7.0%Better Than Code Maximum UA: 342 Your UA: 318 Maximum SHGC: 0.40 Your SHGC: 0.30
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Gross,Area Cavity cont. Prop. Req. Prop. Req.
Perimeter
Hot Roof: Cathedral Ceiling 1,298 30.0 0.0 0.034 0.026 44 34
Exterior Walls: Wood Frame, 16"o.c. 2,160 21.0 0.0 0.057 0.060 108 113
Front Door: Solid Door(under 50%glazing) 21 0.200 0.320 4 7
Windows:Vinyl Frame 252 0.300 0.320 76 81
SHGC: 0.30
Garage Wall:Wood Frame, 16" o.c. 288 21.0 0.0 0.057 0.060 15 16
Garage Door: Solid Door(under 50%glazing) 18 0.160 0.320 3 6
Garage Floor: All-Wood joist/Truss 14 30.0 0.0 0.033 0.047 0 1
Basement Wall: Solid Concrete or Masonry
Wall height: 9.0' 1,278 0.0 14.4 0.049 0.059 61 74
Depth below grade: 7.0'
Insulation depth: 9.0'
Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24
Data filename: Page 1 of10
REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2018 IECC
Requirements: 100.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section Plans Verified Field Verified
# Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions
&Req.ID
103.1, ;Construction drawings and 15&omplies ;Requirement will be met.
103.2 .documentation demonstrate ElDoes Not
[PR1]1 energy code compliance for the
01 ;building envelope.Thermal �❑Not Observable
:envelope represented on ;❑Not Applicable
construction documents.
103.1, :Construction drawings and i®Complies Requirement will be met.
103.2, (documentation demonstrate ❑Does Not
403.7 energy code compliance for j
[PR3]1 ;lighting and mechanical systems. ( }❑Not Observable
Systems serving multiple +❑Not Applicable
dwelling units must demonstrate
compliance with the IECC
;Commercial Provisions. i
302.1, `Heating and cooling equipment is Heating: Heating: ;®Complies ;Requirement will be met.
403.7 sized per ACCA Manual S based Btu/hr38K Btu/hr T]Does Not
[PR2]2 on loads calculated per ACCA Cooling: Cooling:
Manual or other methods ❑Not Observable
approved by the code official. Btu/hr23.6K Btu/hr ❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3)
Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24
Data filename: Page 3 of10
Section Plans Verified Verified
# Foundation Inspection Value Value Complies? Comments/Assumptions
& Req.ID
402.1.1 j Conditioned basement wall R-14 R- ®Complies ;See the Envelope Assemblies
[FO411 insulation R-value.Where interior: R_14 R- ;❑Does Not table for values.
,insulation is used,verification ;❑Not Observable
i may need to occur during
'Insulation Inspection. Not ;❑Not Applicable
required in warm-humid locations
in Climate Zone 3.
303.2 ;Conditioned basement wall P ;®Complies ;Requirement will be met.
[1`O5]1 'insulation installed per +❑Does Not
` ;manufacturer's instructions. y
f ,❑Not Observable
. ;❑Not Applicable
402.2.9 ;Conditioned basement wall s ft ft ;®Complies ;See the Envelope Assemblies
[FO611 'insulation depth of burial or ❑Does Not ;table for values.
distance from top of wall.
i :❑Not Observable
❑Not Applicable
303.2.1 '!!A protective covering is installed QComplies :Requirement will be met.
[FO11]2 "to protect exposed exterior I❑Does Not
insulation and extends a
i minimum of 6 in,below grade. ❑Not Observable j
} j y❑Not Applicable j
403.9 Snow-and ice-melting system F ;❑Complies ;Exception: Requirement is
[FO12]2 controls installed. ❑Does Not not applicable.
.� I❑Not Observable
®Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24
Data filename: Page 4 of10
Section Plans Verified Field Verified
# Framing /Rough-In Inspection Value Value Complies? Comments/Assumptions
&Req.ID
402.1.1, Door U-factor. U_0.16 U_ ®Complies ;See the Envelope Assemblies
402.3.4 ❑Does Not ;table for values.
[FR111
❑Not Observable
❑Not Applicable
402.1.1, :,Glazing U-factor(area-weighted U-0.30 U- ®Complies See the Envelope Assemblies
402.3.1, average). :❑Does Not ;table for values.
402.3.3,
402.5 ;❑Not Observable
[FR2]1 ❑Not Applicable
I
303.1.3 ;U-factors of fenestration products; - J®Complies Requirement will be met.
[FR4]1 are determined in accordance ❑Does Not
;with the NFRC test procedure or -r
;taken from the default table. '❑Not Observable
I❑Not Applicable
402.4.1.1 ;Air barrier and thermal barrier i i®Complies Requirement will be met.
[FR23]1 :installed per manufacturer's ❑Does Not
instructions. -
$❑Not Observable
i❑Not Applicable
402.4.3 ;Fenestration that is not site built ®Complies ;Requirement will be met.
[FR20]1 :is listed and labeled as meeting - ❑Does Not
AAMA/WDMA/CSA 101/I.S.2/A440 ,
or has infiltration rates per NFRC ❑Not Observable
1400 that do not exceed code �❑Not Applicable
(limits.
i
402.4.5 . IC-rated recessed lighting fixtures I S®Complies ;Requirement will be met.
[FR16]2 ;sealed at housing/interior finish ;❑Does Not
- ;and labeled to indicate<_2.0 cfm }
leakage at 75 Pa. E]Not Observable
]EINot Applicable j
403.3.1 :,Supply and return ducts in attics I iOComplies ;Exception: Ducts located
[FR12]1 insulated >= R 8 where duct is '❑Does Not completely inside the
`0J >= 3 inches in diameter and >_ ❑Not Observable building envelope.
R-6 where < 3 inches.Supply and Applicable
3®Not A j
return ducts in other portions of s
:the building insulated >= R-6 for
diameter>=3 inches and R-4.2
for< 3 inches in diameter.
r
403.3.2 ',Ducts, air handlers and filter S®Complies Requirement will be met.
[FR13]1 boxes are sealed with + ;❑Does Not
;joints/seams compliant with I
International Mechanical Code or ❑Not Observable
:International Residential Code, as ❑Not Applicable
applicable.
403.3.5 1 Building cavities are not used as i. ®Complies ;Requirement will be met.
[FR15]3 .i ducts or plenums, f`fs 1❑Does Not
' t ; ;❑Not Observable
❑Not Applicable
403.4 'HVAC piping conveying fluids R-3 R- ;®Complies :Requirement will be met.
[FR17]2 {above 105°F or chilled fluids ;❑Does Not
below 55°F are insulated to >_R-
13 ;❑Not Observable
! ❑Not Applicable
403.4.1 ;,Protection of insulation on HVAC ;®Complies :Requirement will be met.
[FR24]1 (piping. ;❑Does Not
J ❑Not Observable '
( ;DNot Applicable
403.5.3 )Hot water pipes are insulated to ; R-3 ; R- ;®Complies Requirement will be met.
[FR18]2 4>_R-3. ;❑Does Not
J ;]Not Observable
s
I UNot Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24
Data filename: Page 5 of10
Section Plans Verified Field Verified
# Framing Rough-In Inspection Value Value Complies? Comments/Assumptions
&Req.ID
403.6 ,Automatic or gravity dampers are I®Complies Requirement will be met.
[FR19]2 ;installed on all outdoor air t '❑Does Not
intakes and exhausts. I
j �❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24
Data filename: Page 6 of10
Section Plans Verified Field Verified
# Insulation Inspection Complies? Comments/Assumptions
&Req:ID Value Value
303.1 'All installed insulation is labeled IDDoes
®Complies Requirement will be met.
[IN13]2 orthe installed R-values Not j
J 'provided. ❑Not Observable
❑Not Applicable
Floor insulation R-value. R-30 R- ;®Complies ;See the Envelope Assemblies
402.2.6 ;® Wood ❑ Wood Z❑Does Not ;table for values.
[IN1]1 ❑ Steel ❑ Steel
;❑Not Observable
❑Not Applicable
303.2, ;Floor insulation installed per ®Complies Requirement will be met.
402.2.8 ;manufacturer's instructions and ❑Does Not
[IN2]1 in substantial contact with the
i ;underside of the subfloor, or floor I [-]Not Observable
r _ ❑Not A licable
;framing cavity insulation is in PP
contact with the top side of
;sheathing, or continuous .
;insulation is installed on the
underside of floor framing and c
extends from the bottom to the
:top of all perimeter floor framing }
members. .° r
402.1.1, ;Wall insulation R-value. If this is a; R-21 R- ;®Complies See the Envelope Assemblies
402.2.5, :mass wall with at least 1/2 of the ® Wood ;❑ Wood ;ODoes Not table for values.
402.2.E ;wall insulation on the wall ;❑ Mass ;❑ Mass :❑Not Observable
[IN3]1 ;exterior, the exterior insulation
requirement applies (FR10). ;❑ Steel ❑ Steel ❑Not Applicable
;
;
303.2 ;Wall insulation is installed per ®Complies ;Requirement will be met.
[IN4]1 manufacturer's instructions. _❑Does Not
4 ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24
Data filename: Page 7 of10
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions.
& Req.ID
402.1.1, ;Ceiling insulation R-value. R-30 R- ;®Complies :See the Envelope Assemblies
402.2.1, ® Wood ;❑ Wood ❑Does Not ;table for values.
402.2.2, ❑ Steel ❑ Steel ❑Not Observable
402.2.E[Fill' ❑Not Applicable
I
303.1.1.1, Ceiling insulation installed per a ®Complies ;Requirement will be met.
303.2 manufacturer's instructions. i_ ❑Does Not
[FI2]1 Blown insulation marked every
300 ft2.
F �❑Not Observable
❑Not Applicable
402.2.3 i Vented attics with air permeable ❑Complies :Exception: Requirement is
[FI22)2 I insulation include baffle adjacent f C]Does Not not applicable.
ito soffit and eave vents that s
extends over insulation. j❑Not Observable
i RNot Applicable
402.2.4 ;Attic access hatch and door , R-_ R- '❑Complies Requirement will be met.
[FI3]1 insulation >_R-value of the ❑Does Not
adjacent assembly.
;❑Not Observable
;®Not Applicable
402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 =3 ACH 50 = ;®Complies Requirement will be met.
.[FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not
<=3 ach in Climate Zones 3-8. ;❑Not Observable
❑Not Applicable
403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 '❑Complies :Exception:All ducts and air
[FI27]1 "determine air leakage with ft2 ftz ;ODoes Not handlers are located within
either: Rough-in test:Total ❑Not Observable :conditioned space.
leakage measured with a
pressure differential of 0.1 inch ®Not Applicable
w.g, across the system including
;the manufacturer's air handler
enclosure if installed at time of
:test. Postconstruction test:Total
leakage measured with a
pressure differential of 0.1 inch '
w.g. across the entire system
including the manufacturer's air
handler enclosure. ;
403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Requirement will be met.
[FI4]1 cfm/100 ft2 across the system or ; ft2 ft2 ❑Does Not
<=3 cfm/100 ft2 without air
handier @ 25 Pa. For rough-in ❑Not Observable
:tests,verification may need to ®Not Applicable
occur during Framing Inspection.
403.3.2.1 Air handler leakage designated 0Compiies :Requirement will be met.
[FI24]1 by manufacturer at<=2%of ;❑Does Not
design airflow.
❑Not Observable
❑Not Applicable
403.1.1 ,Programmable thermostats ®Complies ;Requirement will be met.
[FI9]2 ;installed for control of primary IE]Does Not
'heatingand cooling systems and
g y E ❑Not Observable
initially set by manufacturer to ;
code specifications. ( ( i❑Not Applicable j
403.1.2 Heat pump thermostat installed ; '❑Complies ;Exception: Requirement is
[FI10]2 on heat pumps. i❑Does Not not applicable.
J❑Not Observable
j IONot Applicable
403.5.1 I Circulating service hot water ®Complies ;Requirement will be met.
[FI11] systems have automatic or ❑Does Not
accessible manual controls. ;
( ;❑Not Observable
6 �❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24
Data filename: Page 8 of10
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req.ID
403.6.1 !All mechanical ventilation system 12Complies ;Requirement will be met.
[F125]2 -ifans not part of tested and listed I ❑Does Not
'I HVAC equipment meet efficacy ;
and airflow limits per Table _".' i „
; ❑Not Observable
R403.6.1. f❑Not Applicable j
403.2 j Hot water boilers supplying heat ®Complies ;Requirement will be met.
[FI26]2 ;through one-or two-pipe heating ❑Does Not
!systems have outdoor setback
control to lower boiler water (❑Not Observable
ltemperature based on outdoor ;❑Not Applicable
temperature. a
403.5.1.1 ;Heated water circulation systems 12Complies ;Requirement will be met.
[F128]2 have a circulation pump.The s❑Does Not
)system return pipe is a dedicated I
return pipe or a cold water supply( ❑Not Observable
pipe. Gravity and thermos- $ ❑Not Applicable
j syphon circulation systems are
not present. Controls for
circulating hot water system
j pumps start the pump with signal-
for hot water demand within the '
occupancy.Controls e
automatically turn off the pump
iwhen water is in circulation loop
I is at set-point temperature and
no demand for hot water exists.
403.5.1.2 i Electric heat trace systems {{` ❑Complies ;Exception: Requirement is
[FI29]2 comply with IEEE 515.1 or UL 4 ;❑Does Not not applicable.
515.Controls automatically
adjust the energy input to the ❑Not Observable
4 heat tracing to maintain the ®Not Applicable j
1 desired water temperature in the t
piping a
403.5.2 ;Demand recirculation water #®Complies Requirement will be met.
(F130]2 ;systems have controls that f S❑Does Not
manage operation of the pump
and limit the temperature of the ❑Not Observable
;water entering the cold water ;❑Not Applicable
piping to <= 104°F. }
403.5.4 Drain water heat recovery units [ " {❑Complies :Exception: Requirement is
[FI31]2 tested in accordance with CSA 1 s❑Does Not not applicable.
1355.1. Potable water-side
pressure loss of drain water heat ❑Not Observable
recovery units< 3 psi for I ®Not Applicable j
individual units connected to one
or two showers.Potable water- (
iside pressure loss of drain water G
;heat recovery units < 2 psi for
individual units connected to I
t
- ;three or more showers. s
404.1 90%or more of permanent ?®Complies ;Requirement will be met.
[FI6]1 :fixtures have high efficacy lamps. a❑Does Not
f I❑Not Observable j
J ❑Not Applicable
404.1.1 !Fuel gas lighting systems have ;®Complies ;Requirement will be met.
(F123]3 i no continuous pilot light. a❑Does Not
:`. 1ONot Observable j
r CCCI " ❑Not Applicable
401.3 !)Compliance certificate posted. OComplies Requirement will be met.
[FI7]2 ( ❑Does Not
st ❑Not Observable
il]Not Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24
Data filename: Page 9 of10
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
&Req.ID
3033 Manufacturer manuals for i®Complies ;Requirement will be met.
.[FI18]31 mechanical and water heating g }❑Does Not
;systems have been provided.
.. �❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24
Data filename: Page 10 of10
2018 IECC Energy
Efficiency Ceftificate
!,Insulation Rating R-Valu-p.
Above-Grade Wall 21.00
Below-Grade Wall 14.40
Floor 30.00
Ceiling / Roof 30.00
Ductwork (unconditioned spaces):
Glass & D. .
Window 0.30 0.30
Door 0.20
Cooling
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
*pF SO!/r�®lo
Town Hall Annex Telephone (631)765-1802
54375 Main Road
P.O.Box 1179 G� Q
Southold,NY 1 1 971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
June 12, 2024
To: Mamais, Petros
179 Executive Dr
Manhasset Hills,NY 11040
RE: SCTM# 1000-38.-2-20 Petros Mamais: determination of merger request
Mr. & Mrs.Mamais:
As of today, based on the application, deed, and single and separate search submitted to
our office, along with the records and files of the Town of Southold, we have determined
that a waiver of merger is not necessary.
It is our opinion that the property in question is single and separate.
Should you or anyone have additional questions regarding this property, please feel free
to contact me at (631) 765-1802.
Respectfully Yours,
� j4CAacl d. 2 WJU
Tracey Dwye , uilding Permit xaminer
Road
APPROVED AS NOTED COMPLY WITH ALL CODES OF
DgTEATE&TOWN CODES
JO-� A4 B P# 61
a 7 NEW YORK QUIREDTAND CONDITIONS OF
FEE
25,00 BY \ SO�iDID161 Zm
NOTIFY BUILDING DEPARTMENT AT _ \ $O=T=PIAI MNGB=
631-765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS:
FOUNDATION TWO REQUIRED �UNHM
�
FOR POUREd CONCRETE Gi-aH-11 a3 SC}D$-q-2 y
ROUGH-FRAMING&PLUMBING
INSULATION
FINAL-CONSTRUCTION MUST
BE COMPLETE FOR C.O. ELECTRICAL
ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS
PLUMBING
AL PLUMBING WASTE
DO:NOTRROOEED WITR &: DER LINES NEB
FRAMING UNTIL SURVEY TESTfNG BEFORE C�:
-F FOU, 'ION LOCATION
HAS BEEN APPAOVED.
Must provide Manuals PLUMBER CERTIFICATION
p,J and S as per ON LEAD CONTENT BEFORE
NyS Energy Code CERTIFICATE OF OCCUPANCY
SOLDER USED IN WATER
SUPPLY SYSTEM CANNOT
EXCEED 2110 OF 1% LEAD.
TRUSS PLACARDING REQUIRED
Blower dour RETAIN STORM WATER RUNOFF
and ductwork. PURSUANT TO CHAPTER 236
fts tlg jequked. OF THE TOWN CODE
GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES
MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE
1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. 14a. Draftstoppping material R302.12 shall be as follows:
as adopted by New York State May 12,2020, In combustible construction where there is usable space both above and below the concealed space PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE
Additional Code Compliance: of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does MINIMUM LOAD LOAD
2020 Energy Conservation Construction Code of New York State,the not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately inches Uninhabitable attics without stora e 10
2020 Building Code of New York State;Rumbling code;Fire code;Mechanical code; equal areas.. Draftstopping shall be provided in the following locations: g DESCRIPTION NUMBER AND TYP SPACING AND Fuel gas code;Existing building code;Property maintenance code, 1. Ceiling is suspended under floor framing. Bathtub (With or without Shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION
ALL CODES shall supercede the drawings and shall be incorporated into the 2. Floor framing is constructed of truss-type open-web or perforated members. and/Or whirlpool attachments) 1-1/2
drawings WHETHER they are indicated on the Plans or NOT.
Habitable attics&attics served with fixed stair 30 10 M Roo FRAMING
Bidet 1-14 4-8d BOX (2-1/2")
OR
Additions,Alterations&Renovations:shall conform with Appendix J
until thhee ill first floor framing is in place or brace the foundation Clothes washer standpipe 2
15. No ba shall be placed against the foundation walls Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL
2. Written Dimensions take precedence over scaled dimensions Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR
16, Double joists under parallel partitions and under whirlpool tubs. Floor drain 3-8d COMMON EACH JOIST,TOE NAIL
3. The contractor prior to the start of construction shall verify all Double around openings in floor and roof framing. Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR
dimensions,existing or new and be responsibile for field fit. Kitchen Sink (One or two traps, wllth Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-112") FACE NAIL
17. Metal flashing shall be installed were concrete abuts wood, Guard In-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL
4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, and were decks abut house framing. without dishwasher and food waste disposer) 1-1/2 4 SEE TABLE R802.5.2 FACE NAIL
shall be installed in accordance under latest State approved Building Codes. RAFTER HEEL JOINT
PP g Laundry tub (one or more Compalrtments) 5 ( ")
passenger vehicle icle garages 50 COLLAR TIES 4-10d BOX 3 OR
All systems are to be designed,installed,&specified by the general contractors; HVAC, - OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER
electrical or plumbing sub-contractors. 18. Install joist hangers at all flush structural load bearing conditions. Lavatory Roams other than sleeping rooms 40 10
P 9 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND
Electrical certificates are to be provided the ellectrical contractor. Shower (based On the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE
19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the OF EACH RAFTER OR TRUSS
5. All New Footings shall bear on Virgin,undisturbed soil with an assumed bearing capacity floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of showerheads and bodysprays) W
of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum.It shall the floor area being ventilated. Refer to Residential Code section R303 Flow rate: Stairs 40 20 4-16d OR U
be the responsibility of the general contractor to verify the depth of all existing footings Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP TOE NAIL
3-10d COMMON 7
disturbed b construction. 5.7 gpm and less 1-1/2 20 20 3-16d BOX OR z Y
Y 20. All window and door headers to be 2-2x10 unless noted otherwise.
TABLE R401.4A subscript b:Where the building official determines that in-place soils More than 5.7 gpm up to 12.3 gpIm 2 2-16d COMMON END NAIL W z
7
with an allowable bearing capacity of less then 1,500 psf are likely to be present at the site, 21. Vent dryers to exterior as per Section Ml502 More than 12.3 gpm up to 25.8 glpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 0 `•L
the allowable bearing capacity shall be deterrmined by a soils investigation. Vent range hoods as per Section M1503 More than 25.8 gpm up to 55.6 glpm 4 STRUCTURAL MEMBERS DEFLECTION !^ _O O
Bathrooms/mechanical ventilation as per Section Ml507 16d COMMON �/J
Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL W
6. Cast-in-place concrete shall be air entrained;,5%<7%total air content by volume and have L/180
an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 22, Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 no finished ceiling attached to rafters STUD TO STUD AND ABUTTING STUDS AT 16d BOX Q
p 9 16"O.C. FACE NAIL
garage P P P and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping Interior walls and partitions INTERSECTING WALL CORNERS AT BRACED WALL PANELS (6d COMMON'x
ara a slabs and Ste s shall be 3500 si. Alll work shall be in accordance with cha ter 4. p p g p p g P H/180 � W
All Concrete shall conform to the latest ACI sttandards. 16d
area in the immediate vicinity of the bedroom and on each story of the dwelling, including 1 O BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES
Floors (3-1/2"x 0.162")
basement and cellars and not less than 3 feet from the bathroom door containing a U36o 5-8d BOX(2-i12"X0.113") �---•
R404.1.3.2 Reinforcement for Foundation Wallis TABLE R302.6 11 CONTINUOUS HEADER TO STUD TOE NAIL
Concrete foundation walls shall be laterally supported at the top and bottom.Horizontal bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source, OR 4-8d COMMON r�
WHENEVER an alteration,addition,or conversion is made to an Existing Residence DWELLING - GARAGE SEPARATION All other structural memebers L/240 v,
reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement g � 12 TOP PLATE TO TOP PLATE 16d BOX(3-112"x 0.162) 16"O.C.FACE NAIL O
shall be provided in accordance with Table R4104.1.2(8) the smoke detection system of the ENTIRE residence must be brought up to code, Exterior walls with stucco finish �- W J
P SEPARATION MATERIAL H/360
hardwired and interconnected. 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END O
R404.1.3,3.7.1; Reinforcement for Foundatian Walls: Steel reinforcement shall comply with NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH
the requirements of ASTM A 615,A 706 or A 9396. FROM THE RESIDENCE AND ATTICS
q 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 EQUIVALENT' TO THE GARAGE SIDE I EACH SIDE OF END JOINT)
Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area Exterior walls-wind loads/flexible finishes L/140
P P 9 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL O
required reinforcement shall be in accordancre with Table R404.1.2(1)thru FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 L1
in the immediate vicinity of the bedrooms. combination carbon monoxide BOARD L=span length,H=s an height OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 1z"O.C. FACE NAIL
R404.1,2(9). and smoke alarms shall be permitted in lieu of carbon monoxide alarms. P g P g _
R404.1.3.3.7.2.; Location of Reinforcement: vertical reinforcement in basement walls STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL
R 0" .1 higher as per tables Reinforcement:
nt: vertical
reinforcement in basement walls All CO alarms shall be connected to the lighting circuit with no intervening wall USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2'-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WAU.PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL 0
TABLE R802.5.2
shall be located to provide a maximum cover iof 1-1/4 inches from the inside face. switch with battery backup. Battery-powered alarms are not allowed. NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUC 3-16d BOX END NAIL 0 0
R404,1.3.2;Concrete foundations shall have(horizontal reinforcement as follows: GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO'THE INTERIOR SIDE OF 2-16d COMMON
Based on Table Concrete
foundations
t (includes basement entrances and window wells) 24. WALL BRACING: Buildings shall be braced in accordance with DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA W W LL
RAFTER RAFTER GROUND SNOW:20 PSF 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-16d BOX FACE NAIL '�^/-�
Less than 8 foot Wall Height:One#4 bar witthin 12 inches of the top of section R602.10.4.2 Continuous sheathing method. 2-16d COMMON v J O
End conditions for braced wall lines for the continuous sheathing shall conform SLOPE SPACING ROOF SPAN O
wall and One#4 bar near mid-height of wall. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHNMENT OF GYPSUM BOARD 3-8d BOX
Greater than 8 foot Wall Height:One#4 bar within 12 inches of the to of to Figure ply with
nailing
Braced wall panel connections 1$ 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL W Z
9 P SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPS9UM BOARD SHEATHING.
wall and One#4 bar near the third points in the wall story.R404.1.3.3.7.3 Wall Openings shall comply with nailing schedule and Figures R602.10.8(1}&R603.10.8(2) 12 FT 20 FT 28 FT 36 FT .J
RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING
R404,1.3.3.7.3 Wall Openings:Vertical wall reinforcement required by Section R404.1.3.2 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 O J
that is interrupted b wall openings shall have additional vertical reinforcement of the same size NUMBER OF 16D COMMON NAILS L1.
P Yprovided to transmit the applicable uplift forces in section R80211.1 from the 4-8d BOX � (n
placed within 12 inches of each side of the opening. roof assembly to the foundation. 3: 12 16"O.C. 5 8 10 13 1 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL 3-8d COMMON
R404.1.3.3.7.4 Support and Cover; Reinforcement shall be secured in the proper location RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON
PP P p 22 6"O.C.TOE NAIL
26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 4: 12 16 O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d BOX
in the forms with tie wire or other bar support system to prevent displacement during the concrete TABLE R301.2.1.2 Windborne Debris prottection
placement operation.Steel reinforcement in concrete cast against the earth shall have a minimum asphalt shingles shall be tested in accordance with ASTM D 7158 and classified in
P P 9 Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-10d BOX EACH END E s
cover of 3 inches.Minimum cover for reinforcement in concrete cast in removable forms that will be as per Table R905.2.4.1 of the NYS Residential Code. z sd COMMON
exposed to the earth or weather shall be 1112!inches or No.5 bars and smaller,and 2 inches Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or `o 0 2.0
7: 12 16"O.C. 3 4 5 6 a) o f
for No.6 bars and larger.For concrete cast In removable forms that well not be exposed to the copper roofing nails, minimum 12 gage shank with a minimum- Fastener Panel Span Panel Span Panel Span 24 BLOCKING TO SILL OR TOP PLATE 4-16d BOX TOE NAIL rn m M" - 0
earth or weather,and for concrete cast in stays-in-place forms,minimum cover shall be 3/4 inch. 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing Type Less than or less than or less than or " 3 16d COMMON w w E _ m o w
The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3I8 inch. and comply with ASTM F 1667, Minimum number of fasteners as per manufacturer equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16 O.C. 3 4 4 5 0 7 gIr o 0 c
25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL a73 Z a o a 0 m
but not less than 4 per strip. " 3 3 4 4 4.10d BOX ai 0 M
7. Base design value for visually graded dimenslional lumber:Joists,studs Rafters and All 12: 12 16 O.C. m g y 0- o� o-10= 0
Framing lumber shall be DOUG-Fir Larch#2 cor better,E=1,600,000 No 8 Wood screw $ a E `0 N 5 f `0
Min.Fb for dimensional lumber=850 psi. 27. Flame Spread Index: R302.9 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST moo -_0 0 w y�
P based anchor with 3-16d COMMON o t °,e m? 0 2 Y m'�
Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. wall and ceiling finishes shall have a flame spread Index:5 200 on Center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE c y > a b 0
Including but no limited to:Deck Framing,Posts,Headers,Girders&Ledgers. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 2 inch embedment on Center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS �' P c o m �,a o c 3
27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM a Y 0 3 c c c 3
&attics shall have a flame spread index:5 25 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT STAGGERED ON OPPOSITE SIDES -16 0 a2i o c n��L=�
8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: CONNECTION SHALL BE INCREASED AS FOLLOWS: c N a�a - 2 21 r 5 °c'
q 9 9 4-16d BOX U, m c c f0 ` u;0-
a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL
PP Smoke-developed Index: R302.10 No 10 Wood screw
3-16d COMMON r a B m y��� 3� E
or stainless steel. wall and ceiling finishes having a smoke-developed index 5 450 based anchor with 16 inches 12 inches 9 inches H c/ H r HEEL JOINTAJDUSTMENT FACTOR c v c Q r 0 c � 0
o.. 0 �°`t
c.) All Structural connlectorsli e,gainst s mpson sQtrong Tie orlUSPeetc Insulation material,vapor retarders within roof,floor,wall, ceilingassemblies on center 1 / 3 1.5 z-Sd COMM2-10d BOX ON)o1Ri2r c � E 2 r) 0 y
2 inch embedment on center on center 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOE NAIL r c �,.- m
&attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 ( ) S ''z a c y v =
shall be Hot-Dipped Galvanized or Stainlless Steel. lenght
1 /4 1.33 WOD STRUCTURAL PANELS SUBFLOOR ¢ ,0 m " E t o
N �._._
28. SWIMMING POOLS. hall conform to Section R326 c a E a � U.. B
1 / 5 1.25 ROC'AND INTERIOR WALL SHEATHING TO FRAMING AND �' CD
8 N � �- ° E S-c o CL
P'RTICL.E BOARD WALL SHEATHING TO FRAMING
29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20
9. All Engineered Wood Products such as"Tress Joists, Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, DESCRIPTION OF SPACING OF FASTENERS z
g round access areas. b.Fasteners shall be installed at opposing ends of the wood structural panel. NUMBER AND TYP
installed in accordance with the manufacturers latest installation details, g panels shall not be located less than 18 from a valley PP g P BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING" Fasteners shall be located a minimum of 1 inch from the edge of the panel. OF FASTENER PANEL EDGES
Framing connectors,Allowable Hole diagrams,specifications,etc. TABLE 802.11 SUPPORTS GABLE END WALL FRAMING W
"Micro-Lam"Design Stress: E:=1.9, Fb=2,600 psi,Fv=285 psi A permanent certificate indicating the"solar-ready zone"and other requirements of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON SUBFLOOR,WALL -a a
c.Anchors shall penetrate through the exterior wall covering with an emtbedment length of ( ) �
'Parallam PSL"Design Stress: E =2.0, Fb=2,900 psi, Fv=290 psi this section shall be posted near the electrical panel or water heater b the builder. 30 3/8"- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" V C
E =2.1, Fb=3000 psi, Fv=300 psi p p y not less than 2 inches into the building frame. Fasteners shall be located not less than ) J O W �
"Anthony Power Beams Design Stress; p p 2-1/2 inches from the edge of concret block or concrete, EXPOSURE C
RAFTER ROOF
The main electrical panel shall have reserved space for a dual pole circuit breaker 31 19132"- 1" 8d COMMON 6" SEE NOTE A 6" Z z _J O
10. R310.2 EMERGENCY ESCAPE AND RESiCUE: Required in BASEMENTS, SPACING SPAN
for future solar electric installation and labeled for future solar electric". d.Where screws are attached to masonry or masonry/stucco,they shall be attached ULTIMATE WIND SPEED J Z N �each sleeping rooms in basement,habitablle attics, and every sleeping room using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) " Q Q ,�",
shall have at least ONE operable emergency escape opening as follows: 130 140 32 1-1/8 -1-1/4 10d COMMON NAILS 6" 12" W Q Q I- �
Sill height of not more than 44 inches abovie finished floor. 30. EXTERIOR DECKS:Exterior wood decks Shall conform to Section R507 W
Exterior glazing In buildings located in Wood-Borne debris regions shall) ROOF PITCH ROOF PITCH = V E Z3
A. Minimum net clear opening of 5.7 square feet. be protected from wind borne debris. 1/2"STRUCTURAL CELLULOSIC „ „ W 0
31. NEW Construction/Additions&Alterations: P 1-1/2"GALV.ROOFING NAIL 3 6 U (-
Except grade floor openings shall have.a minimum net clear <5:12 z 5:12 <5:12 2 5:12 33 FIBERBOARD SHEATHING
openingof 5 square feet, Glazed opening protection shall meet the Large Missle test ASThN E 1996 z �
q It shall be the responsibility of the General contractor or his subcontractors to submit and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 LL = d
g in detail the design, calculations, drawings,written statements of the mechanical, 214 201 263 247 34 5/8' STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL W
B. Minimum net clear opening hei ht shall ibe 24 inches, 7" 7" _1
C. Minimum net clear opening width shall b)e 20". Garage door glazed opening protection for wind borne debris shall)meet 16"O.C. 12 FIBERBOARD SHEATHING ('
D. emergency escape and rescue openings shall be operational air conditioning,ventilation. heating systems (new,existing or upgraded) ANSI/DASMA 115. Areas within hurricane prone regions: a
from the inside of the room without use iof keys or tools. stamped by a professional engineer if required by the Owner or Building Dept. (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 711 7„
wind speed is 130 miles per hour or greater. 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7"
WHERE Basement contain more than one cor more sleeping rooms, (2). In areas where the ultimate wind design speed is 140 MPH ox greater. 16"O.C. 24 340 318 422 396
an emergency escape opening shall be provided for EACH sleeping room. EXTERIOR WALL WOOD STRUCTURAL PANELS
Emergancy escape and rescue opening sthall open directly to the outside A. EXCEPTION: 16"O.C. 28 348 358 476 446 TABLE R602.3 3
If- 6" DIAMETER -�I TO RESIST WIND PRESSURES ( )
EXCEPTION: Grade floor or BELOW grade floorr openings shall have
Wood Structural panels with a minimum of thickness of 7/16 inch amd a maximum span a net clear opening of not less than 5 square feet. of$feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496
" cover the glazed openings with attachment hardware provided in thce table below. MIN.WOOD WALL NAIL SPACING
16"O.C. 36 469 438 538 547 MINIMUM NAIL MIN WOOD
Label all panels and store in a clean d area of the house. STUD
11. STAIR HANDRAIL: R311,7.8 Provide Handrail on at least one side of each ,,,. . � �`` . ONSTRUCTION TYPE P dry NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL SPACING
Attachments shall be provided in accordance with the table as follows: EDGES FIELD 0
continuous run of treads or flight with FOUR OR MORE RISERS. "I", "II", "III", "IV", OR"V" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS LU
Handrail Height measured above stair tread)nosing,shall not be less than
34 inches and not more than 38inches. All IHandrails shall be continuous 16"O.C. 48 599 559 745 697 6d COMMON NAIL 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" N Z
the full length of the stair from a point directly above the top riser of a flight REFLECTIVE RED (2.5"X 0113")
to a point directly above the lowest riser of the flight.Handrails adjacent to PANTONE#187 N (n
a wall shall have a space of not be less tharn 1-1/2 inches between the wall 8d 2 COMMON
0 NAIL 1.75 INCH 24116 7/16"OR 1/2" 16" O.C. 6" 12" Q
and the handrail.see code for exceptions.(Refer to Code for grip sizes specifications. ( " )
P g P P DESIGN CRITERIA TABLE 507.9.1.3(1) LJ_I
12. GUARDS:R312 Porches,balconies or raiseed floor surfaces located more than 30"
DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 W � J
above the floor or grade below shall have a railing not less than 36 inches REFLECTIVE Z Q
in height. Railings shall have To rails and(Balusters and Bottom rails that are WHITE FIELD Wind speed: 130 W 0
9 9 p JOIST SPAN GYPSUM BOARD FRAMING SPACING OF FASTENERS
NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed ___ NO of Stories: 2 CONNECTION GYPSUM BOARD '� !A
APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS
by the riser,tread and bottom rail of the guardd rail at the open side of a stairway „ DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS TO WOOD!FRAMING
7/16 min. structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS
are permitted to be of such a size that a 6 inch sphere cannot pass through. �.� _ p yes
1/2"DIA.LAG SCREW
Open sides of stairs with a total rise of morre than 30 inches above the floor or ._..� � Panel Attached to Roof pitch: per plan 30" 23" 18" 15" CEILING EITHER DIRECTION 16"O.C. �� 5d COOLER NAILS
&1/Z"MAX.SHEATHING �� 7 12
grade below shall have guards not less thain 34 inches in height measured 1/2
vertically from the nosing of the treads. DESIGNATION FOR STRUCTURAL �� Frame In accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. 8" 18^
COMPONENTS THAT ARE OF 1/2" 1/2"DIA.THRU BOLT
TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan " 36" 36" 34" 29" 5/8„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS
13. WINDOW FALL PROTECTION: Were the flop of the sill of an operable window STROKE &1/2 MAX. SHEATHING WALL EITHER DIRECTION 16"O.C.
opening is located LESS than 24 inches above the finished floor and GREATER "F" FLOOR FRAMING INCLUDING of the residential code bidg aspect ratio: 2:1 7" 12
than 72 inches above the finished grade or-other surface below on the exterior GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) 2'1"TO 14'14'1"TO 16" 16'1"TO 18' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR T �.
of the building,the window must be provided with a window opening control device GARAGE CEILING 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS,
v
p P 9 5/8 PERPENDICULAR SCREWS SHALL COMPLY WITH
that compiles with R312.2.2 Window Operning Control Devices. "R" ROOF FRAMING 1/2"DIA,LAG SCREW BENEATH �.(
11" 10" HABITABLE ROOMS IRC SECTION R702,3.5,1 F�wiy
14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in "FIR" FLOOR AND ROOF FRAMING &1/2"MAX. SHEATHING 13"
accordance with R302.11 thru R302.11.2 arnd Draftstopping shall be 1/2"DIA,THRU BOLT Where the ultimate design wind speed is 130 mph or less,Halls for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c.
installed perR302.12 thru R302.12.1 UNDER SECTION 6020FTHE BCNYS WINDOW UNIT &1/2"MAX.SHEATHING 24" 21" 19"
Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for �.T.� ,� N
Fireblocking materials R302.11.1 shall be ais follows: TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-Inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing.
1. Two-inch nominal lumber NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) p.r
2, 1/2"gypsum board U
3. Batts or blankets of mineral or fiberglass shall be permitted for compliance rA
with the 10 foot horizontal fireblocking i in walls constructed using parallel Applicant shall provide engineered wood placard
rows of studs or staggered studs. on or adjacent to electrical meter box for field inspection. Z
4, cellulose insulation Installed and tested!in accordance with ASTM E 119 or PLYWOOD STORM PANEL Q .-r 0
ct
UL 263,for the specific applications Residential structures with Truss type construction, SHUTTER DETAIL
Pre-Engineered Wood Construction And/or Timber Construction >~ > cY s
for new dwelling and/or any addition,alteration
Refer to General Notes for Panel
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES a sign or symbol designed in accordance with Title 19 NYCRR Part 1265
OF FOUNDATION MATERIALS shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements.
of the structure for field inspection
CLASS OF MATERIAL LOAD-BEARING PRESSURE 03
' Crystalline bedrock 12,000 psf �,c P4
Sedimentary and foliated rock 4,000 psf
Sandy gravel and/or gravel(GW and GP) 3,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) O
Sand,silty sand,clayey sand,silty gravel and clayey gravel
(SW,SP,SM, SC, GM and GC) 2,000 psf WIND DESIGN
Clay,sandy clay,silty clay,clayey silt,silt and sandy silt SUBJECT TO DAMAGE FROM
(CL,ML,MH and CH) 1,500 psf o WIND WINTER ICE SHIELD AIR MEAN C'
GROUND SPECIAL SEISMIC FROST
SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL � � ��
SNOW WIND DESIGN WEATHERING LINE TERMITE
a.When soil tests are required by Section R�401.4, LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP a "
the allowable bearing capacities of the soil slhall be part of the recommendations. ZONE
M MODERATE
b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf 20 LBS 130 P NO NO NO B SEVERE 3'-0" TO HEAVY 11 YES NO 1500 or less 52.1
are likely to be present at the site, the allowable bearing capacity shall be
determined by a soils investigation. M.In accordance with Section R301.2,1,2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. ]
O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given In Figure R301.2(6)for sites at elevations up to 1,000 feet. A�
Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS OR
P. Basic wind speed for risk catagory 11 from ASCE 7-17 Figure 26.5-1 B
Outside Elevation Extent of header(two braced wall segments)
Extent of header(one braced wall segment) �•
TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS
T-
TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED)ON WIND SPEED a Side Elevation
rn ° °
c�.
fasten king stud to header with
CONTINUOUS RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING ° ° ° Min.3"x 11-1/4"net header Header ° ° , , , / 6-16d sinker nails
•_ _ _ - _ _ _ _• _ _ _ METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING
n•= - •- - -•�• PER TABLE R602.3(3)-FASTENERS 6" OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG a shall occur at top of wall
OF BRACED WALL PANELF Z ° ° ° ° ° °
,I I•I I•I I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL fasten top plate to header with
PER TABLE R602.3(1)OR R602.3(2) ° Header shall be Top plate continuity is ° two rows of 16d sinker nails @ 3"o.c.
•I I•I I 1 fastened to the required per R602.3.2 °
.,,,,,,-PER
BY FASTENERS I 2-16d NAILS EACH SIDE king stud with Braced wall line °I 6-16d sinker nails \ Minimum 40001b header-to-jack-stud
continuously sheated
.1 I*I I•I METHOD CS-WSP: L yrFasten sheathing to header 8d common nails in 3 in. rid with 1/2"wood ° j
rn x9 9 strap on both side of opening
m structural panels °AS P'ER TABLE R602.3(3) z ° L ern as shown and 3 in.o•c• in all framing(studs and sills) opposite side of sheathing
EXTERIOR SHEATHINGATTACHED 8d @ 6"O.C.ALONG 8d 6"O.C.ALONGTOE NAIL 3-8d NAILSWITH 8d COMMON NAILS BRACED WALL PANEL 8d 6"O.C.ALONG @ " cMinimum 40001b header-to-jack-stud strap
@ BRACED WALL PANEL 8d @ 6 O.C.ALONG AT EACH BLOKING MEMEBER 9 ° m(0.131 X 2.5"LONG) BRACED WALL PANEL oon both side of opening opposite side of Panel splice edges shall occur over
AT 6"'O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL o r esheathing and be nailed to common blocking
IN FIIELD BRACED WALL PANEL ' °' Double 2x4 framin covered with minimum ° within the middle 24"of the portal- W
I, BRACED WALL PANEL k a� ° ° ° ° °° ° g
BRACED WALL PANEL BRACED WALL PANEL 1/2"thick wood structural panel sheathing leg height. One row of 3"o.c.nailing U
BRACED WALL PANEL i°
BRACED WALL PANEL INTERIOR FINISH: ZN m i° with 8d common nails @ 3"o.c.in all framing ° is required in each panel edge.
2 11 SHALLL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG 2 i° (studs,blocking,and sills)typical if needed z
I•I 3-16d @ 16"OC ALONG j
(_� I I I.1 I• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH i° n/
BRACED WALL PANEL 3-16d @ 16"OC ALONG @ i 2'to 18'(finished width) Min Double 2x4 or W LL
WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMEBER I, Z
W I'I 1, Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural r) O o
= I I 1• TABLE R602.3(1)FOR EXTERIOR WALL I per Table R602.10.5 panel sheathing _
,I I,►_ _ _ _ _ _ _ �• SHEIATHING
_ _ _ _ �H' _ CONTINUOUS RIM OR i Min double 2 x post ''^^
-J - - - - - = 4: CONTINUOUS RIM OR ° (0
'I • 1.1 .n END JOIST I No.of jack studs per °
VERTICAL JOINTS IN PANELS SHALL OCCUR FEND JOIST �° Min.(2)2x4 typ, Table R602.7(1&2) W//
.I OVER AND BE FASTENED TO COMMON STUDS. i, Min.(2)1/2"Diameter anchors I.L_
•I I,I I I 1• HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE installed per section R403.1,6 W
with 2"x 2";x 3116" late washer }•
I'I WALILS PANELS SHALL OCCUR OVER P N
INTERIOR--4'. 1, ANDi BE FASTENED TO 1 il2"x 5-1/2" LFULL HEIGHT BLOCKING L.L..
SPACING THICK COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING U)
I. CONTINUOUS ALONG LENGTH FULL HEIGHT BLOCKING o vi Q
.l NAILING I I I I AGAIINSTTHE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW
.I I�I I�l I. 2 x 44 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @
16"O.C.ALONG
BRACED WALL PANEL �h W O
•I I•I I'1 I• 2 X IBOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 vJ
'I II II 1°
,I ICI I.1 1, O W
•I I•I I•I I• NAILING EDGE FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to '° nail sole plate_ Attach Sheathing ° nail sole plate =
SPACING -6" Band or Rim joist with
•I I I I I 1' BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common nials to joist per Band or Rim joistwi to joist per n/ O
'- - _ . •" _ _ �•'I _ '• EXT:SHEATH'G PARALLEL TO FLOOR/CEILING at L.L
PERPENDICULAR TO FLOOR/CEILING Sub-Floor nailing sched. SD common nials o nailing sched.
PANIEL JOINT Bottom ^
FRAMING _ ° at 3"D.C.Dc Top and - Rim Joist Q Q v,
FRAMING ° ` ' ° ° Rim Joist Bottom ° ° ° °° ° /per Plans
FASTENING REQUIREMENTS FOR
BRACED WALL PANEL AS PER
� AHoldowns
nchor Bolts and '^ W u-
oo
TABLE R602.3.(3) 2 perplans
3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION -FIGURE R602.10.6.4 0 W Z
o �:
Simpson
1-1/4" galy. x 20 gage
coil strap with (5) 8d common
EXTERIOR OR Cann ctor o Rafter - Were the distance is SIMPSON H2A nails in each end at each rafter.
N between 9-1/4 to 15-1/4 En o BEARING WALL T at each Rafter. With
Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o 2 y
Strapping _ braced wall panels „ �, PROVIDE@STRUCTURAL RIDGES m•� o o B
NOTCH GREATER at Openings N (2) 8d X 1-1/2 nails in plate 4 O.C. Zone Panel Field ; s O N ° K 2 s
- . -• E
THAN 50�r° Horizontally attached Simpson L-50 on each side of rafter o.2 ` _ 2 o T
(5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing _
(PERCENT)OF •°
PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE plywood sheathing
METAkL TIE FASTENED ACROSS AND b° E _
shall have Solid Blocking � c°i v�i rn b w D.5 s `o
Schedule Dwg-
TO THE PLATE AT EACH OF THE P'2.2
o c°�w vi c16i Y
all Plywood Joints c a >-�° nY `o
NOTCH WITH 8-10D NAILS EACH SIDE SIMPSON H2A t N ° 3 L = _ 3 °
Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil °y _ ° `� ° = a
rafters attached to top (5) 8d x 1-1/2" nails in Rafter .°,6 g"o S a °
late with 8d nails 6" o.c. 2 8d x 1-1/2"nails in late Strap with (5)-8d common nails N y c B w o 2
TOP PLATES p @ ( ) p in each end. catch jack studs 3
alonglength of braced wall 5 8d x 1-1/2" nails in Stud �° - = En s °' y T:` ° E
IPE Comer Holdowns g ( ) Look Out Blocks ° ,I ° ' c Q o.0 `o o M11,2
= Refer to plans panel. and window or door Header. Less than ° _ � = a
for locations CV °°° t o6:0=.. z = E of:CD
.
if required Typical each side and ALL Gable End Wall
or Equal °
windows and doors. J a��i= a E m 0.0 �o n ' 12
to 12 'n a) U °L
RIM JOIST BLOCKING BETWEEN RAFTERS (a. BRACED WALL PANELS y ~ E o•5° a
602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR &
Sill strapping Z JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS
FIGURE R602.6.1 See details on
TOP PLATE FRAMING TO this page. NTS NTS RAFTER TO RIDGE STRAP R602.3(1)
TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS -R602.4.6
r )ACCOMMADATE PIPING IN TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z
LOCATED IN THE UPPER THIRD Z Cn
� Q 4 5 N.T.S. 7 V 9 OTO THE RAFTERS WITH 4 8D NAI
j LS Q_
EACH END o o-
CONTINUOUS FLASHING rNy
EXTENDED 2X P.T. LEDGER; MUST BE ONE SIZE J L.L W
PAST JOIST HANGER GREATER THAN DECK JOIST AND • o 0
NO GREATER THAN THE DEPTH OF THE RIM JOIST
ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED SIMPSON BSC SIMPSON BSC CUT = (n
FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH
PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 12" MIr1
l see Schedule on DWG-1 POST TO HEADER CONNECTOR POST TO HEADER CONNECTOR
TIMBER TECH- I I TIMBER TECH- I I _RAILING POST, tip of lag screw shall fully extend beyond OUTER THIRD
"WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER the inside face of the band joist. SIMPSON ABU POST SIMPSON ABU POST
4"TREATED POS TO CONCRETE BRACKET 4"TREATED POS TO CONCRETE BRACKET OF SPAN ONLY
COMPOSITE DECKING COMPOSITE DECKING I GALV.DECK HANGER SIDE COVER 2"MINIMUM SIDE COVER 2"MINIMUM CLEAR
ATTACHED PER ATTACHED PER SIMPSON LUS26 2X6 0
MANUF.SPECIFICATIO I I MANUF•SPECIFICATIC) I I @
4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 2-1/2"GALVINIZED CARRIAGE BOLTS 2-1/2"GALVINIZED CARRIAGE BOLTS � S
THRU BOLTED BOLTED TO I SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL OR SIMPSON SO STRUCTURAL
CONNECTOR SCREW CONNECTOR SCREW „ p
I I JOIST/2"DIA./GALV BOLTS W/ 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE GRADE Use 1-1/4 Metal W
2"MIN. OCK WASHERS. � WITH TABLE R507.2 ADHESIVE ANCHORS; HIGH-STRENGTH ADHESIVE ANCHORS:HIGH-STRENGTH �
o N EPDXY ANCHORING ADHESIVE FOR EPDXY ANCHORING ADHESIVE FOR o COII Strap 2O Gage
2-1/2"MIN. 2 X JOIIST SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD-OR USE: USE WITH THREADED ROD-OR USE: 0 ' '� ' 12" Min (5) 8d common nails N Z
'MAX. 0 2x RIM JOIST ATTACHED W/ ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMPSON Z MECHANICAL ANCHORS;SIMPSON o.2"MIN MIN. (3)#10 X 3"WOOD SCREWS M NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR WEDGE-ALL WEDGE ANCHOR D3 MAX. o; in EACH EN D at N Q
AND TWO WITHIN 24"OF EACH END OF DECK 6 MAX. EACH Stud. O
M 14"DIA.CAST-IN-PLACE M 14"DIA.CAST-IN-PLACE 2"MIN. 8d 6" oc Alon W W
2-1/2"DI R507.6.2 SIMPSON H2.5 AT EA.JOIST • . 3"., OR @ g W �
CONCRETE PIER FOOTING CONCRETE FOOTING ON .--I
THRU BOLTS BLOCKING o•e FOOTINGS MUST FOOTINGS MUST 24"X24"X12"CONC FTG D3 MAX. Braced Wall Panel z Q
W/WASHERS OVER BEAM SIMPSON BC SIMPSON DTT2Z W/(8)114"x 1-1/2"SIDS SCREWS BEAR ON BEAR ON W U
�
FIGURE R602.10.8 1 =
BETWEEN EACH POST GIRDER •' ALLOWABLE LOAD PER TIE: 1,825LBS UNDISTURBED UNDISTURBED ( ) U)
CONNECTOR NOT LESS THAN(2)LOCATIONS WITHIN 24" SOIL SOIL
JOIST of EACH END of DECK: SOLID SAWN JOIST AND RAFTER WALL TO WALL STRAP
AXIMUM OVERHANG 24" MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NTS
PENTRATION TO CENTER OF TOP PLATE,STUD CONNECTION NTSi P.T. POST TO CONC. PIER (CD DECK PIERS R502.8 NTS
DECK GIRDER & RAILINGS DETAIL
R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE SIMPSON ABU INSTALLED IN ACCORDANCE NTS NOTE; 8d COMMON NAILS ARE
/ TT Ih�
10 NTS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 2-1/2" LONG V
WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS
Hy
1-1/4" x 20 gage G-185
W
1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 DECK STAIR
Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap
SEE TABLE P Hot Dipped Galvanized Strap N
507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails W rn
TOP PLATES TfOP PLATES 507.9.1.3(2) iv N 2 ROWS FASTENERS Strap maybe attached OVER ( ) .-�
at each stud at each stud at each stud
the plywood OR directly to Strap may be attached OVER Strap may be attached OVER �"�
@ Op Qp p .5"MIN FOR 2X8• Studs. the plywood OR directly to GRADE
the plywood OR directly to U o
5"MAX 6.5"MIN FOR 2X10 Studs.
STUD BORED tHOLE MAX. STUD 7.5"MIN FOR 2X12 - Studs. Q F , ct
BORED HOLE MAX. DIAMETEER60% OO OO O OQ CV rap strap under sill o - Z
DIAMETER 40 /o (PERCEINT)OF STUD t-
(PERCENT)OF and attach to sill plates o a w
DEPTH o �� E BLOCK SOLID '� � � M '�
STUD DEPTH I �r;.; c 3-16d @ 16 oc Along BETWEEN JOISTS d bA 00 '0
2"MIN LAG SCREW OR THRU-BOLT „. •2L- N CA �" = Braced Wall Panel
5/8"MIN. 5/8"MIN. 5/8"WIN /8"MIN• ,
TO EDGE TO EDGE TO EIDGE TO EDGE LEDGER BOARD 3/4"MIN - - • �•i \ A A A A A 1-M
=III=I_II = FIGURE R602.10.8(1)
NOTCH MUST NOT NOTCHI MUST NOT I-III- • • N Crj
�/ O M
EXCEED 25% o EXCEE[D 40% o =III ': '� '�- 10 x LENGTH OF STEP
�n �0
(PERCENT)OF o (PERCENT)OF o
STUD DEPTH STUD [DEPTH UNDER BOTTOIM RISER
-III • ��•; CAST-IN-PLACE;FOOTING
D PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD
IF HOLE IS BETWEEN BORED MOLES SHALL TYPICAL STAIR R FOOTING N G D TAIL_
40%(PERCENT)AND NOT BE LIOCATED IN STRAPPING,
BORED HOLES SHALL THE SAMEE CROSS PER FIGURE R507.9.1.3 (1)
6D%(PERCENT)OF SECTION OF THE CUT - - • �i� °� Wrap strap under sill 'gRrr+
NOT BE LOCATED IN STUD DEPTH THEN Applies to Garage Wall and �, .
THE SAME CROSS OR NOTCtH IN STUD _ and attach to sill lates 'l G
STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" =III=III e- A ,r T J ad/
SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction p
OR NOTCH IN STUD SUCCESSIVE STUDS I III=
ARE DOUBLED
•SPACING IS REDUCED TO THAT OF �=mall s`;, : �� 1-1/4" METAL �r�J Q��' �'/ �
AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS STRAPPING <Y O
TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST
tx 1
WASHERS NOT PERMITTED) RAFTER FACE TYPICAL ,
e FIGURE R602. FIGIURE R602.6(2) FOUNDATION-SILL-STUD
NOTCHING ANDD N07CHINGAND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING
16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 1 7 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 g STRAPPING 20 �• n, o,o o�
WALLS AND BEARING WALLS BORED HOLE WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST 71�OF tdE`N
U
Fireplace enclosure Thin profile structural
insulated to top he;athing R-50 Cover Box pushes
Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto up and out of the
glued together MANUFACTURED LIGHT ENCLOSURE ceilingline p Full Thick Insulation way for access
thin profile structural 9 9 see plan w/ ATTIC INSULATION CONTINUOUS BEAD Exterior Fill entire Cavity to
sheathingas draftsto and lay on plyw od Batt Insul CEIING FRAMING Seail joint with Sheathing eala Insulation dams
p support OF SEALANT 5UbflO0r
behind tub Tub attic hatch - R-Val Non-combustable sealant Base late prevent loose-fill
Typical / insulation from
yp equal to the Ceiling Double Frame Attic blocking SUBFLOOR GLUED,CAULKED Sealed to-" Air Seal
exterior insulationre uirem n access opening Sealant or " OR GASKETED TO RIM
floor Gasket falling through
Continuous wall 1/4 structural sheathing JOISTIRIM CLOSURE
of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access
a \_7 77
adhesive hfflxfflfflat perimeter and seams. Fsea
d blocking
SILL PLATE INSTALLED r, id insulation
1 min Ri Id Weatherstri inEXPANDING FOAM SEALANT OVER GASKER SILL gpp geal stairs
Sealant Pre-Fab Fireplace led around Panel Adhesi Casings 1/2" Gyp. Wall CONTINUOUS BEAD OF SEALANT Insulation. Air frame a
1x2 Stop RECESSED LIGHTING FIXTURE Refeer to manufacturers SEALANT four edges `Pull-down gap
Board DRYWALL CEILING specs for installation manual Sealed at perimeter staircase with caulk
Sealant 1/2" plywood finish w/ soffit material
or foam
attic hatch W
AIR SEALING AT PREMANUFACTURED Typiical foundation & framing
(see plan for size) RECESSED LIGHTING FIXTURE See: architectural plans DRAFTSTOP DETAIL (d). V
DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS PULL-DOWN STAIRCASE Z
EXTERIOR WALL OF BATHTUB AIR BARRIER AT FOUNDATION INSULATION AND WEATHERSTRIPPING ""'�" '-TT'""
AIR SEAL DETAIL (a� PREFAP FIREPLACE DETAIL
ATTIC HATCH DETAIL W Z
TO BAND JOISTS �.. i0 0
This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products _ O
It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, �,; '- ,-
Refer to Manufacturer for installation manual, R-50 Insulation R-50 Attic Stair Cover W (�
ENERGY NOTES -. -,...
Eave baffle installed • -•,� �{`+ - �-', ,•,
Z
1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed.
g p g y „ „ rr r, ,r vents. Baffle shall extend over rr& ''" .; `
eave
2020 Energy Conservation Construction Code of New York State. Joints and seams shall complyrwith Section M1601.4.1. � .. I ..�... (n
Table R402.4.1.1-Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an approval by a third party(HERS Rater)using the Manual J S & D submitted at CO. O Q 0
the top of the attic insulation W 'J
energy efficiency program to exceed the energy efficiency required by this code. i O
9b. R403.3.3: (Mandatory) Duct testing -Ducts shall be pressure tested to determine as per chapter 11 TYR ROOF CONST. Y" ,: a i
TABLE R402.4.1.1 All HVAC Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved thlird party(HERS Rater) using the (R402.2.3)
r I
I w
AIR BARRIER AND INSULATION INSTALLATION manual "J" & Manuals"S" &"ID"submitted at CO. I O
efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION I W �---
COMPONENT AIR BARRIER CRJTERIAa INSULATION CRITERIAa
2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS
General A continuous air barrier shsall be installed Air-permeable insulation shall not be used as a sealing material. Soffit see
and posted on a wall in the space where the furnace is located ' OR HERS RATER i5 f
requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs
Exterior thermal envelope icontains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 -N1102.1.5 fluids > 105 F degrees or<&5F degrees shall be insulated with R-3 Minimum. _ T ! i i0 U)
p
continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT a L.LJ W LL
11. (R403.3.5) Building Cavities (Mandatory) � �; + i I W
Breaks or joints in the air farrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall i not be used as ducts or plenum. Typ. Exterior wall ! ( O
sealed. sections 110 .2.13 See Const. Dwgs
se ns N 2.2 through N1102 � W z
12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) l ; , .__I Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The O
5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. % 1.
installation density of the insulation shall be at the manufacturers'product P 9 P
recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2.
Automatic controls, ten eratulre sensors and pumps shall be accessible. i �n
each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", S & D . p p p Manual �--
controls shall be readiily accessible.
maintain an even density for the entire cavity.Batt insulation shall be
installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 13. N1103.6 (R403.6) Mecharncall ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE �..the cavity due to services,blocking,bracing or other obstruction through N110 4.5 y
The building shall be provided with ventilation that compiles with the requirements of E s
exists,the batt product will be cut to fit the remaining depth of the �- ° B
Air leakage shall be tested and verified b an a Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE
cavity.Where the batt is cut around obstructions,loose fill insulation 9 y approved HERS rater as having an
a °,•-
air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system ° °, �, �• o a o .
shall be placed to fill any surface or concealed voids,and at the g g p p is not operating. o °�,€ N= i5 o
manufacturers'specified density.Where faced batt is used,the test results shall be signed by the party conducting the test. p g w- s;
Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM a ° 8 T
w?U2 C� p C°.7 C y � G
installation tabs must be stapled to the face of the stud. There shall be g q N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy '''�- .w�_ ,� " 8 y g w ff s r o
no compression to the batt at the edges of the cavity due to inset Fans used to provide whole-house mechanical ventilation shall meet the efficacy re uirements INSULATION, R VALUE IN ;.,: _� 3-r Y o 0 0 8 o
stapling installation tabs. 7. R402.4combustion
Fireplaces; shall have tight fitting dampers a doors and outside of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH 'e`c 2 9 °Y Ch (6 Y°Y
combustion air. Factory built fireplaces shall be listed and labeled p 9 9 w-�,r. ° � >2 ° a P o
Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide wholle-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT C. °•E� C ° `°'2 a ° 8 3
P Y P 9 . . ms ° o3 ccc �3 °
shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam o 6 8 ° °
g ty TYP. ROOF CONST. - = I a�
density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory)programmable thermostats shall be `` W 2.__ Co c o
provided for each separate heating and cooling system.Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) '` "r L L fa 'n o
Ceiling/attic/attic The air barrier in an dropped The insulation in an dropped ceiling/soffit soffit shall be aligned with the p p g g y p y p Roof underlayment l _ C° iT o ° o €
g Y pI' Y pp the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipmernt shall be sized in accordance with 2 x CJ W/ INSULATION `,. = ° _12 ° y•--- °
ceiling/soffit shall be alignted with the air barrier. ACCA Manual S based on buiildin loads calculated in accordance with ACCA sealed to drip edg f 1' T- __ - ,_ L,fl•°y E c n
shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS
insulation and any gaps in the air barrier Manual J or other approved heeating and cooling calculation methodologies. ' '�` �D ¢y ° ° o
OR HERS RATER eranrhtrn?tak?.offs and lo!nts i r ° a E f ° g 8 w In
sealed. 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value New or replacement heating and cooling equipment shall have an efficiency I - t F g N @ a I- € E g c o a
Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ r ''
geographic location where the equipment is installed. Soffit see -�"•� i wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches In diameter. Supply and return ducts 9 SEALANT 00 ;
shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs
in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Tr,•, wv,s?ac.,r,is( . ,
Walls The junction of the foundartion and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall dealpints)m tru1i•5 and a tinfna on
plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps.
Z
top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall
sealed. Knee walls shall be;sealed. Exterior thermal envelope insulation for framed walls shall be !�`~�See Const. Dwgs 2'y`.-` _!� -J -1
installed in substantial contact and continuous alignment with the air
barrier. � LLl F.._
Windows, skylights The space between window/door jambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL- RAFTER SEALING AT ATTIC EAVE W W
and doors and framing and skylights and framing
WITH SPRAY FOAM INSULATION W
shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS Q
ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEWPERATURE TEMPERATURE
Rim joists Rim joists shall include thce air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP (COOLING DIFFERENCE
Floors(including The air barrier shall be insitalled at any Floor framing cavity insulation shall be installed to maintain
above garage and exposed edge of insulations. permanent contact with the underside of subfloor decking or floor 40'N 12,5 DEG 84 DEG 1 70' 755'(db 63'wb) 57.5
cantilevered floors) framing cavity insulation shall be permitted to be in contact with the
topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER
underside of floor framing and extend from the bottom to the top of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY BULB RANGE HUMIDITY HUUMIDITY APPROVED WINDOW
HEATING COOLING OPENING LIMITING
perimeter floor framing members. I DEVICE
Crawl space walls Exposed earth in unventedl crawl spaces Where provided instead of floor insulation,insulation shall be 9 15 7.5 71.5 M 30% 45-55% Q
shall be covered with a Class I,black permanently attached to the crawlspace walls. W
vapor retarder with overlalpping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) ~O
taped. CC\I Z
_
Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3(2) WINDOW N Q
shafts opening to exterior or LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa,b C E= o LU
unconditioned space shall]be sealed. 24"
RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW Z >
Q
AREATO BE EXHAUSTED EXHAUST RATES SEGMENT
25% 33% 50% 66% 75% 100% PASS THROUGH FELL PREVENTION DEVICE CONFORM TO LLl U
.� �Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE U)
the correct densitywithout an voids or gaps or KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS a FINISHED FLOOR
Y g P Factor 4 3 2 1.5 1.3 1.0 R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE
compression,or narrow cavities shall be filled by FINISHED GRADE
insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR
available cavity space. a.For ventiiation system run dine values between those given,the factors are permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED
determined by interpolation. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED
Garage separation Air sealing shall be provided[between the garage and INTERMITTENT OR 20 CFM CONTINUOUS GRADE OR OTHER SURFACES BELOW ON THE v
conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE r�1
b.Extrapolation beyond the taible is prohibited. COMPLY AS FOLLOWS: rr
Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal Mr'I
envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. TABLE M1505.4.3(1) 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW
A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES:
Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH
wiring plumbing in exterior walls.There shall be no voids or REQUIREMENTS 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION
gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. -'
installation readily conforms to available space shall NUMBER OF BEDROOMS ENERGY COMPLIANCE STATEMENT- FULLY
RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO E--�
DWELLING UNIT FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE
extend behind piping and wiring. TO THE BEST OF MY (KNOWLEDGE, BELIEF AND PROFESSIONAL 3. OPERABLE WINDOWS PROVIDED WITH WINDOW TO MEET EGRESS R310.2.1
Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be
FLOOR AREA 0-1 2-3 4-5 6-7 >7 JUDGEMENT, THESE (PLANS AND OR SPECIFICATIONS ARE IN OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2,2 rn
OD 2 o
exterior wall showers and tubs shall separate them from the showers and insulated. (square feet) Airflow in CFM COMPLIANCE WITH TIHE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. o
tubs. N1101.14 (R401.3) Certificate (Mandatory) H .-� ct
kn
Electrical/phone The air barrier shall be installled behind electrical or < 1,500 30 45 60 75 90
box on exterior wall communication boxes or air ssealed boxes shall be installed. _ ------------------- - A permanent certificate shall be completed by the builder or other approved party and posted on a wall w -d o
in the space where the furnace is located a utility room or an approved location inside the building.
HVAC register HVAC register boots that penetrate building thermal 1,501 -3,000 45 60 75 90 105 _ ___ _ p y pp g• ^d .CN
boots envelope shall be sealed to thle subfloorordrywall, caukand seal Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit Q x' o
3,001 -4,500 60 75 90 105 120 �� rough opening directory label, service disconnect label or other required labels. The certificate shall indicate the e M
Concealed When required to be sealed,concealed fire sprinklers shall
sprinklers only be sealed in a manner thsat is recommended b the
predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components
p Y Y 4,501 -6,000 75 90 105 120 135 such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces' V-0 Aq O
manufacturer.Caulking or othher adhesive sealants shall not �� such �
be used to fill voids between:fire sprinkler cover plates and __ - U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration,
6,001 -7,500 90 105 120 135 150 --- and the results ��� k/GG,
wails or ceilings. _ Y from any required duct system and building envelope air leakage testing performed on the building.
Where there is more than one value for each component, the certificate shall Indicate the value
IC = insulation contact. >7,500 105 120 135 150 165 ="'- J p x g
L: I '
a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. For SI:1 square foot=0.0929 m2, pubic foot per minute=0.0004719 m3/s. I ( covering the largest area. The certificate shall indicate the types and efficiencies of heatingcooling and service water heating equipment. Where a gas fired unvented room heater,
Rigid insulation Weather-strip door electric furnace or baseboard electric heater is installed in the residence the certificate shall
(recommended)) opening and " ' ' 01�01Q C1Q
Minimum R-5 threshold Wall Access panel indicate gas-fired unvented room heater,"
"electric furnace�� n or baseboard electric heater,"
` ��-OF NE y
Weatherstripping and insulation as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters,
Detail electric furnaces and electric baseboard heaters.
R905.1.2 ICE BARRIERS;
SELF-ADHERED POLYMER MODIFIED
ATTIC MTID GAS FURNACE UNIT BITUMEN SHEET USED IN PLACE OF
Minimum(Clearances to Combustible Materials NORMAL UNDERLAYMENT AND
1st FL. METAL STRAPPING
Position Sides Rear Front Bottom Flue Top EXTEND FROM THE LOWEST EDGES OF REFER TO
Upflow 0" 0" 3" C 0" illALL ROOF SURFACES TO A POINT NOT TYP EXT WALL TOP OF FDN_ . DWG-2 FOR
Horizontal 6" 0" 3" C 0" 6" LESS THAN 24 INCHES INSIDE THE — ` - — DETAILS
C=If placced on combustible floor,the floor MUST be wood ONLY. EXTERIOR WALL LINE OF THE BUILDING. TYPICAL ROOF CONSTRUCTION
ON ROOFS WITH SLOPE EQUAL OR GREATER Class AAsphalt Roof Shingles w/
RIDGE BOARD THAN 8/12,THE ICE BARRIER SHALLALSO BE fasteners per manufacturers specification 'TYP.FLOOR CONST yYyy #4 REBAR 12"FROM TOP TYP EXT.WALL
APPLIED NOT LESS THAN 36"MEASURED ALONG and the NYS CODE. VMIJ/l\Jl/\J
THE ROOF SLOPE FROM THE EAVE EDGE OF THE Underlayment as per section R905.1.1 &
R802.4.6 COLLAR TIES BUILDING installed per Table R905.1.1(1) #4 REBAR NEAR THE
SHALL BE NAILED with 4-10d Ice$Water barrier as per section R905.1.2
BOX NAILS IN ACCORDANCE I(2)2x6 P.T.SILL PLATE WI MIN. 4 THIRD POINTS
WITH FASTENING SCHEDULE (Note:Double underlayment is required SILL PLATE
'TYPICAL ANCHOR BOLT -R403.1.6
for Roof slopes between 2 on 12 and 4 on 12) i.I VERTICAL REBAR W
IMAXIMUM SPACING: 1/2"@ 72"O.C. U)
Framing As per plans with 1/2"exterior grade #4 AT 41"0.C, MAX Lu
span rated structural plywood Sheathing,
12 (EMBEDMENT OF 7"WITH NUT&WASHER.
12 2 BOLTS PER PLATE AND HOLD AT LEAST p z
RAFTER/CEILING JOIST HEEL Nail to framing in accordance Fastener TYPICAL ANCHOR BOLT -R403.1.6
BONE BOLT-12"MAX AND 3-1/2"MIN OFF '• #4 REBAR NEAR THE
7 2x4 @ 48"oc " 'r:::,.• 7 JOINT CONNECTION Schedules&Strapping per detail sheet(s). ,
�•,.; . SHALL BE NAILED Flashing per R905.2.8 ENDS OF PLATES. THIRD POINTS EMBEDMENT OF 7GWITH NUT&�x3"WASHER. I` 'a '•"�
"HIOT-ROOF" ;SHIELD&SILL SEALER TYP. + O
`: TOGETHER IN ACCORDANCE
R-•30 L.D.FOAM 2 BOLTS PER PLATE AND HOLD AT LEAST O
.,.:.,
IN GAS - WITH TABLE R802.5.2 TOP OF FTG ONE BOLT-12"MAX AND 3-1/2"MIN OFF '•` �^
FURNACE q (SEE DWG-1 FOR TABLE) MAINTAIN REQUIRED SEPARATION 7YR CONC.FOUNDATION — - — - — - ENDS OF PLATES. V J
WITH SIMPSON H2AAT EACH DISTANCE FROM ALL HEAT
- UNINHABITABLE ATTIC RAFTER TO STUD. PRODUCING EQUIPMENT TO 244 REBARS CONT W
WITH LIMITED STORAGE COMBUSTIBLE MATERIAL AS PER TYP.CONC.FOUNDATION
MANUFACTURER'S SPECIFICATIONS ANCHOR BOLT DETAIL W
LO AND LATEST MECHANICAL CODE. TYP. FDN REBAR SECTION
TOP OF PLATE
SCALE: 1/2"= V-0" I„_ z
' - - - - - - - - - - SCALE: 114" = V-0" ANCHOR BOLT DETAIL
SCALE: 1/2"= V-0" O Q
R802.5.2,1 LAPPED JOIST R-30C BATT '� W J
LAPPED NOT LESS THAN 3". INSULATION v! O
SHALL BE NAILED 16d LT
COMMON NAILS IN ACCORDANCE _ 42-10" �J.■
WITH TABLE R802.5.2 ON DWG-1 Q O W
HALL
BEDROOM #4 H.D. FOAM
BEDROOM #1 ! INSULATION OUTSIDE BASEMENT ENTRANCE A ________
" , O
8"CONCRETE WALL.ON MIN 16"X 8" ' r�^
FOOTING WITH 4"CONCRETE LANDING& ; r vJ/'�
- 4"DRAIN TO DRYWELL,CONCRETE STAIR ' W W LL
12 \ 2'x 6 DECK JOISTS @ 16"cc
MEETING R311.7-SITAIRWAYS. ,
TOP OF SUBFLOOR HANDRAIL PER R31.1.7.8, 34"-38"ABOVE 242 x 6 P.T.GIRDER vJ �-- O
7 — - — - - — - — - — - — NOSING. 36"HIGH(GUARD RAIL ON I O I...
TOP OF PLATE_ TOP OF CONCRETE:WALL. 14-'DECK FOOTING
(2) #4 REBARS ABOVE DOOR OPENING. SEE 13 DETAIL ON DWG-2 0- W z
1/2"PLYWD PLYWOOD ---.---.- FOOTING SIZE PER TABLE 6'-7'/" O
........................................... R607.3.1 H.D. FOAM WITH VINYL SOFFIT i --- , R607.3.1 FOR DECKS N — O
INSULATION FLUSH LVL '
R-30 H.D. FOAM
INSULATION -- ... ............ • ,\ IMP Q LATERAL HOEDOWNS L—
� IMPSON DTT2Z w/(8) f
® F.D. '. . - - — - --:_0 ; j/4"X 1-1/2"SDS SCREWS
4 U 7'-0" WITHIN 24"OF EACH END
o O • JEE DETAILS ON DWG-2
FOYER I �; 30X16 SLIDER o 0
2X8 DECK LEDGER
r- SEE DET ON DWG 2
FAMILY ROOM _ .. - - - - - -- - ------ .... ................ --' ------------_.. .---- -----------....-----
3- -, .�. 0 o ° E
` 0• e O / Or e • A 3'-0" 0 • • • I e • 0 • • • e e 0 • • • e • 8.11
-gre • • • 1 d
/ ♦ •_........I---------------- --- - -----. ................................... !. ...._.... ......_...................... • • , .•'j U �� U C U a °O
0 • ► e
R-21 H.D.FOAM i ♦ i I EXTERIOR ' I- �- ; • ; `o c c a
S TION
q i v : LIGHT o i I ; . ; c� RC-b
TOP OF SUBFLOOR of 1 I ABOVE ' , ° , , q a� c o O O
O N O f0
U
1 O
G Y
Y
N O
a > 7 i a a J�
1 e w 1 C P F FOUNDATION m TO O FO c cn o` m
- o c
1 � 3
rn
ti to 0 ( I 1 1 OE
OI ill H I�- I ' , ' ono a °L00.80
R 30 H.D.FOAM : 0 '� m cn 1 1 c m a�, c y m w w y rn
.` INSULATION c�'S • R 0 I ' e ' m.5 S c t n y o. _
1 O � I O Q O y 0)N W �
• b r,, , J 0 AS PER SECTION R506. 1 o I 1 , o u c ` ° N 4 3 E
o Of UNFIN. BASEMENT I ems.. o
1 1 0 D! 1 I U-1 d= C 0 O U
VL GIRDER • ♦ 1 N J 'o p 0 24"x 24"x 12"THICK , ; c: ° °" o
♦ u_ I L� 4' CAST IN PLACE CONCRETE , I TYPICAL INT.FOOTING/COL w O o m c c c
' •-
------------ ...__.... o ILL I LL LL I CAST-IN-PLACE CONCRETE �� 1 1 U) t=:N: t a E cU 0
bh •• ' i v • • • ° •. -. .•�- • v •a v ; ?� x SLAB W/6 MIL VAPOR BARRIER , FOOTING&3"DIA STEEL °' i i A a ¢`w c m o
UNFINISHED I COLUMN
• O 1 •_ .. -------------------- - 1 CM N ' 1 ; xp I= ° 7-0 O L C OL C.L.
BASEMENT ',� � — - -I ' 1 s 1 � I , M � � � �• I- �uEn..=_oa
D ; ` 1 1 1
11'-4" 1 1 129' i
'� •• •• , , ANTILEVER FLOOR 7-4" 7 5' � 1
L ' 5/8"FIRE RATED • e ,
1 . IL
GYP BD SOFFIT&
O: d: 1 • 1 1 1 1 1
TYP.BASEMENT SLAB • 1 R-30 BATT INSUL 1 • 1 i
• • 1 ♦ � 1 . • ' 1 0 1
— _ — _ —TOP OF FOOTING ' ♦ ' ; _______= 1 1
• • ^ 1 • 1 1 • 1 , , 1 1
1 1 1 1
M1 • 1 1 • 1 •-- -- ' -T=__=ram -_, 1 00 1
1 1 (3)1- /4"x 9-1/2"LVL (3)1-3/4"x 9-1/2,LVL ' I (3)1-3/4"x 9-1/2"LVL
N 1 1 • ♦ -•... ............1. .�............ ..ir. =t===='__ .1..................■..L. 4 Q
...........-■ ..�............ .T j. . ..■..■............■..*. r ` ; N
1 1 1 • 1 L 1 , j 1 ' 1
1 • 1 1 • 1 BEAM ------ `l- - `-BEAM-'
TYPICAL SOFFIT CONSTRUCTION. ; • ; POCKE I I -_----- - POCKET 1 4 1
SECTION A 1 1 . , (nP) ' ' ____ ____ , (nP) 1 1
DIRECT VENT 12" overhangs-typical ; • ; ; 2X4 FRAME AROUND
Mechanical Systems HEATING SYSTEM �� 11 6" fascia & 6" rake boards. ; STAIRCASE FROM FLOOR °
y SCALE: 1 /4 1 -O 1 ♦ 1 1 • 1 o TO CEILING. TREATED SHOE
INSTALL IN COMPLIANCE Trim in "azek" or equal , , o PLATE AND GYP.WALL BD I w 1 ► 1
INSIDE FACE OF WALL MIN. Cn
The Mechanical System shall be W/RESIDENTIAL,ENERGY ; ; ; ; ATTACH RAILINGS.HANDRAILS i0 ' - I ' '
installed in accordance with &MECHANICALCODE Metal drip edge per R905.2.8.5 1 • , UNEXCAVATED 1 1 34"-38"ABOVE NOSING. ; --- --_ e
Chaptersl2-24 of the Residential Vinyl Soffits ' ' TYPICAL GARAGE SLAB ' ♦ ' cn a- ' - ' of
' ° 1
Code of New York y f- R302.7 UNDER-STAIR PROTECTION , -'-- --- 0 O
4 CAST-IN-PLACE SLAB ♦ rn ENCLOSED SPACE UNDER STAIRS THAT I _ I 0 1 1
TYPICAL EXTERIOR WALL WI6X6W4.OXW4.OWWM �, 0 IS ACCESSED HALLHAA DOOR ORNDER-ACCESS - - --- LL o W
PLUMBING NOTE: PANEL SHALL HAVE WALLS,UNDER-STAIR -j - ---_ �'? ' M
' v ' PITCH SLAB-1/4"FT TO ' • ' ih ' ' o ' 1 U)
1 1 1 1 SURFACE AND ANY SOFFITS PROTECTED M J Cl)
INSULATION SCHEDULE " GARAGE DOORS 1 1 0 ON THE ENCLOSED SIDE WITH LL
-
2x6 Doug-Fir Wood Studs @ 16 OC. 1 1 1 0 1/2-INCH GYPSUM BOARD. jtn ----'--- I ;
ALL PLUMBING SYSTEMS SHALL BE SHALL COMPLY WITH 2O18 (ECCNYS Double to Plate and Single Sole Plate. ; •� i i " i o ;� I UP 15R , N ; ; M
INSTALLED IN ACCORDANCE WITH p g
&3RD PARTY TESTING COMPLIANCE
1/2 exterior Grade - Span Rated . I I 1 1ui
PART VII-PLUMBING 11 i drop to of concrete v i '• '
PROVIDED BY:
Continuous Structural OSB Sheathing. p p Z0 10 1 •
ELECTRICAL NOTE: DATE: Fastened per Fastener schedule. as required
s wired for garage `� ;o ' (D o N z
ALL ELECTRICAL EQUIPMENT • •_ ___ _ 1 1 ' I I ' ' ' r• O
AND WIRING SHALL BE INSTALLED tyvec House Wrap or equal. C14 U)
IN ACCORDANCE WITH PART VII(-ELECTIRCAL THERMAL ENVELOPE SPECIFICATIONS ' • - - •♦ ' �� I ' - p 'Q
OF THE NYS CODE. A MINIMUM OF 75%PF Vinyl Siding as per clients selection ;- " . • 4. ...�._ ..; • o Lu
PERMANENTLY INSTALLED FIXTURES installed permanufspecsandNYScode. "'-""""'--"-'-"-"""'"" ' ' . • • • •• •� ' - __ .--_,_.-_ , ; w U) J
CEILING INSULATION: FLAT. R-30 BATT ---------------------Q • •--------------
MUST HAVE HIGH-EFFICACY LAMPS. VAULTED: R-30C BAIT Cont. load path strapping installed in accordance (2)ANCHOR BOLTS •a • ' o • • • • • • ` e • • t---"-'i' 2'rSLAB- e • o ' ° 'e • • • " . ' ° ° ' 5 W U
ABOVE- GRADE EXTERIOR WALL: with drawings. Provide Fire Blocking in accordance IN EACH CS-PORTAL :............................... . e 4 LEDGE • ----- -----.-.............. -3 U)
MECHANICAL NOTE: R-19 BATT IN 2x6 WOOD STUDS FRAME N-SEE ABOVE
THE MECHANICAL SYSTEMS SHALL ABOVE GRADE GARAGE WALL: R-15 BATT IN 2X4 WOOD STUDS with R302.11 & R302.11.1 and SECTION SEE 1 • , • 1
BE INSTALLED IN ACCORDANCE WITH Draftstopping per R302.12 & R302.12.1 DETAIL 3 ON PG 2 N :•••: •; e N
FRAME FLOOR INSULATION: R-30 BATT
PART V&VI OF THE RC OF NYS. i ►• a ' e e - •
ALL MECHANICAL SIZING PER ACCA WINDOWSISKYLIGHTS: U: 5 0.30, SHGC: 5 0.30 _._,._.
MANUALS"BASED ON LOADS ATTIC STAIR COVER/ACCESS TYPICAL FLOOR CONSTRUCTION """' """"
CALCULATED PER ACCA MANUAL"J" HATCH: COVER: ;! R-13 FOAM BOARD OR EQUIVALENT 3/4" Plywood Span Rated Subfloor,
DUCT COMPLIANCE WITH MANUAL"D" EXTERIOR PATIO SLAB
Glued and Nailed in I
R303.4 MECHANICAL VENTILATION. MECHANICAL SPECIFICATIONS I 6"4000 PSI CAST-IN-PLACE SLAB
DWELLING UNIT SHALL BE PROVIDED
accordance with the fastener schedule. W/6X6 wl.4/w1.4 WELDED WIRE MESH p..I
WITH WHOLE HOUSE MECHANICAL HEATING SPECIFICATIONS: z 92%AFUE FURNACES Floor joists and Bridging as per Code. I PI GRANULAR COMPACTED FILL.
VENTILATION IN ACCORDANCE WITH COOLING SPECIFICATIONS: z 13 SEER AC EQUIPMENT 2'-0" 8'0" 2'-0" ; PITCH SLAB AWAY TO DRAIN
SECTION M1507.3 Ale
WATER HEATING: FIRED WATER HEATER TYPICAL FOUNDATION CONSTRUCTION
MECHANICAL VENTILATION: 12' o" 11'-4" 8'-z" 11'-4"
in accordance with chapter 4
MECHANICAL VENTILATION z 150 CFM ***MUST USE 6" HARD PIPE**` 3000 psi Air Entrained cast-in-place concrete 42' 10" F 'I a
PANASONIC WHISPERGREEN BATH FAN MODEL#FV 0511VKS2
wall on cast-in-place Concrete Wall Footing per
OTHER SPECIFICATIONS R403. refer to Foundation Plan for footing size & I w o
thickness. Concrete Horizontal and Vertical '
INFILTRATION (BLOWER DOOR): 5 3 AIR CHANGES PER HOUR Reinforcement per Chapter 4. & gen note #6. F--•I �;
DUCT LEAKAGE: 5 4% LEAKAGE FOR DUCTS OUTSIDE OF THERMAL ENVELOPE Damproofing per R406. 2- 2x6 approved
LIGHTING: 100% HIGH EFFICIENCY LIGHTING CFLS OR LED S ,�fl
( ) Sill Seal And Termite shield per TYPICAL FOUMDATION HEIGHT PER TABLE R404 9'4'FDN WALL HEIGHT W b I o
APPLIANCES:ALL APPLIANCES MUST BE ENERGY STAR CERTIFIED. treated Sill Plates, p .� 00
Section R318. Anchor bolts per Foundation Plan 9'-0" High Foundation Wall In accordance with chapter 4. FOUNDATION PLAN U o
R403.6 MECHANICAL VENTILATION SHALL BE PROVIDED THAT and R403.1.6 BASED ON TABLE R404.1.2(8) group 1 soils. SCALE: 1/4" = 1'-0"
MEETS THE REQUIREMENTS OF SECTION M1507 W o I t
R403.7 HEATING AND COOLING EQUIPMENT SHALL BE INTERIOR WALL FINISH VERTICAL REBAR: TYPICALANCHOR BOLT -R403.1.6 O
SIZED IN ACCORDANCE WITH ACCA MANUAL J BY A Provide 1/2" Gypsum Wall Board on ceilings A. Maximum backfill Height @ 8 feet: use NUT&3'SQ WASHER. 2 BOLTS ER PLATE AND HOLDMAXIMUM SPACING: 1/2"@ 72"D.C.EMBEDMENT OF 'ATITH
EAST U
CERTIFIED THIRD PARTY RATER. and walls except basement walls & clgs - unless 8" poured concrete wall on 16" x 8" Concrete wall footing, ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. V D ARC
noted. Min 1/2" Moisture Resistant Wall Board on WALLS: #51 Rebars vertical @ 41 " on center max. 1. Walls 24 inches total length or shorter connecting offset braced wall �'��' ( J
panels shall be anchored to the foundation with not fewer than one anchor bolt
Ceiling and all walls in Bathrooms (humid areas)
�� located in the center third of the plate section and shall be attached to adjacent JJ(
and 5/8 cement board on walls and ceilings in wet areas. HORIZONTAL REBAR: braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule)
Provide 5/8" Fire Rated gypsum wall Board on walls B. Greater thaln 8 foot Wall Height: One # 4 bar within 12 inches of the top of 4
2. Connection of walls 12 inches total length or shorter connecting
and ceiling located as per code, manufacturers wall and One #4 bar near the third points in the wall story. offset braced wall panels to the foundation without anchor bolts Shall be permitted.
The wall shall be attached to adjacent braced wall panels at corners as shown in
requirements and drawings.
Item 9 of Table R602.3(1). (Fastening Schedule) 4::� 0190�p yOQ
T OP t"lE�
..................... ............................., ...«..��.��.� GUARD RAIL NOTE:
---------------- .---------- 'J_________________„-----------�___________, VENTS: Porches,balconies or raised floor CODE COMPLIANCE STATEMENTS:
'' 11
ROOF AIL 4"VTR P3103.1 ROOF EXTENSION surfaces located more than 30 inches
,, ; OPEN VENT PIPES SHALL above the floor or grade below shall
EXTEND MINIMUM 6"ABOVE have a railing not less than 36 inches 1. The windows selected for this project shall meet
„ I '
THE ROOF OR 6"ABOVE THE in height. Railings shall have Top rails and the egress requirements of R310.
ANTICIPATED SNOW ACCUMULATION. Balusters and Bottom rails that are
- 2" NO MORE THAN 4 INCHES APART. 2. All windows shall meet Section R308 Glazing and
P3103.2 FROST CLOSURE: EXCEPT:the traingular openings formed R308.4 Hazardous locations.
WHERE THE 97.5%VALUE FOR by the riser,tread and bottom rail of the
I ( I I' ' 11 •;• ' ' '
3" ;3" - OUT-SIDE DESIGN TEMP IS 0 DEG F Guard rail at the open side of a stairway 3. Windows were required shall meet the Window Fall
••.
OR LESS.VENT EXTENSION THROUGH are premitted to be of such a size that a
�
1 1/2" 1 1/2" ;1 1/2" ;1 1/2" 1 1/2 1 1/2" ; 1 1/2" A ROOF OR WALL SHALL NOT BE LESS 6 inch sphere cannot pass through. protection requirement R312.2.
THAN 3"IN DIAMETER. ANY INCREASE 4. Bathroom windows shall meet the hazardous W
IN SIZE OF THE VENT SHALL BE MADE Open sides of stairs with a total rise of U
` `_ „___________________::; ; 72- 2" ; NOT LESS THE I FOOT INSIDE THE more than 30 inches above the floor or glazing requirements as per R308.4
THERMAL ENVELOPE OF THE BUILDING. grade below shall have guards not less 5. Stairs, landings, railings & guards shall comply
�i 2ND FL. ro3" ; than 34 inches in vertically from the noes ght measured with R311 & R312 W Z
nosing of the treads.
2" 3" 3" 2' 2" 6. Outside lighting shall comply with RE 3803.3 0 0 O
' -----;; 7. Stairway illumination shall comply with R303.67 (n - }-
3" STAIR HANDRAIL NOTE' and R303.8 W
II ; •
' II II li , '--• W
----- 2" - - Provide Handrail on at least one side 8. Fireblocking shall comply with R302.11 thru R302.11.2
,; ;�____ _ _______________�•_�; ____ _ ;�_==__-_ ; of each continuous run of treads or flight C W
; ; with FOUR OR MORE RISERS, 9. Draftstopping shall conform to R302.12 thru R302.12.1 G
' -- - - ; Handrail Height measured above 10. Flame spread and smoke-developed index for Walls L� Z
ry
-------- � �� � � ;1 1/2" 3" ; 1 1/2" ; 1 1/2" � stair tread nosing,shall not be less than I-
' ' ------ _-- - ------- DW WM 34 Inches and not more than 38 inches, and ceilings shall compy with R302.9 thru R302.9.4 I ---- ---------i . O
All Handrails shall be continuous the full 11. Flame.spread and smoke-developed index for
length of the stair from a point directly I
; ; above the top riser of a flight to a point insulation shall compy with R302.10 thru R302.10.5 r/'� W O
I 'I 1 ST FL. ' directly above the lowest riser of the flight. 11. Recessed lighting fixtures rated for v J
Handrails adjacent to a wall shall have a
4"FAI space of not be less than 1-1/2 Inches membrane penetration shall meet ASTM E119 0 W =
'I between the wall and the handrail, �•�
'' 3" 3" see IRE code for exceptions. Refer to and Fire Stopping as per ASTM E814 or UL 1479 J
IRC Code for grip size specifications. 12. Exterior Decks shall comply with R507. >
CO 0I I I I
I '
1 '
4"
To a New Suffolk County Lots containing up to 20,000 square feet of lot area: 2,100 square feet plus 12.5/o of the (n W Ll'
F- O
-- - ' PLUMBING RISER DIAGRAM '
' '' Approved Sanitary System lot area in excess of 10 000 square feet up to a total of 3,350 square feet maximum. O �.._
.JtrJ1JJl ti-__iiiii•. .JJlJrl�l--- i-.-..S-.SSS�.
Not to Scale I0- W Z
1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605
2. PIPING MATERtIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS /11 O
ROOF PLAN MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 V
A SCALE: 3/16" = 1'-0" ATTIC MTD GAS FURNACE UNIT A ________•
--------; Minimum Clearances to Combustible Materials
I Position Sides Rear Front Bottom Flue Top ; ,� E•°
c rn
Upflow 0" 0" 3" C 0" 1" E
Horizontal 6" 0" 3" C 0" 6" 42-10" , ° ` ° o
C=If placed on combustible floor,the floor MUST be wood ONLY. ' w w E f0 ° `o w
WOOD STEPS AND LANDING
TO GRADE. HANDRAIL& + c c z a) o u ul M m
i 30'10" ' ° c ° a)
1V-4'/z" 1T-4'/." V-1'/," BY CODE ' S c o o `o H, `o
' GUARDRAILAS REQUIRED ; .:$ y tom, :& t a
FRAMER TO VERIFY CENTERLINE& m o o ts 0"O y u °
' -------------------- I HEIGHT OF WINDOW OVER KITCHEN au �je �� a aY a
SINK WITH KITCHEN LAYOUT PLAN ai r N o °g a F C °; C 3
I 81
r - - - - - - - - - - ESS - - L - - - - - - - - - - - , I PROVIDED BY BUILDER, " o o o °L"aa-' m n w
' - •�G ESS c a°i � ii�. c
TW3046 I TW3046 'VENT CLOTHES DRYER �� ,c c'� r vi o w a E
-� IINACCORDANCE WITH ,- - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - D c n c w o o 3 n
(CHAPTER 15-CLOTHES I ' c ry -'J
1 2 2x8 2-2x8 I (DRYERS EXHAUST. I 12
TW28410 28410 TW30210 N Z 4 ° �'N f° E-=
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0 0
L C a E a m a ° $
N / 5 a4" 10'-3" ' -0" 1 V-3'/i' + '1 I, I , ----• y m 0, IL- m E n.E o n
r 15'/x 5'/z" ' 3+/z" 3+/" o u 5+/z"I 3'-6" 2-0 , 3-1/2"X 9-1/2"LVL a,
N r (p co 4 1 I I I
I fan BEDROOM#2 co lJ I 'o
1 N BEDROOM#a i 8'CEILING HT x V)w o N N 5'0"
V-0"CLG HT 8'CEILING HT i W -5 F= I N N 3'-6" '
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2'-4" 2u 6" 2'-6" -- _.. 2X4 W _ I I
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O N
� Z g I - 1 � 2X4 WOOD � ,
J J \ ' I
N U V 1 ; O I -_• e \ STUDS
w O M Dull , -1" 5'-0" I SEAL&INSULATE M R302.S.1 OPENING INSULATED SOLID COREECTION.
X cKv 1 °� p�hwn " N ATTIC STAIR PER STEEL DOOR, + I
I�n N 0"CLG T '2x12 RIDGE I Sta r I I SECT. 1102.2.4 20-MINUTE FIRE RATED DOOR. ; 2-2
l r- `" - - -� - - - `, - - - - r r �- - - - - - SEE DET ON DWG-3 I I I 2'_6"
I W/SE F CLOSING DEVICE. I , ; DN +
co1 iv io io 1 ' ' V-0"CLG HT I •-----
o I cc I M R312.2 WINDOW FALL PROTECTION NOTE: ,
1 -------- ao 1 cv IIPuII
4:1) ' , . w own
3'-6" T-6" ; ' ' ' `� cl� o ® N I 4 TOP OF THE WINDOW SILL SHALL i Stair 1' ti+ I `�+�
I 11 N r, N , , , , b I (3}1-3/4"x 16"LVL FLUSH I , I I D� 3-1-314' x 9-1/4 LVL FLUSH +�
fan " , , , , R151N _ _ ____
2-2xs ' -------- BE ABOVE THE FINISHED tx
2 I , , I 2X4 WOOD ------ -- --------------- --------- '- I -- --------------------
1. ' _ 2'-6" 1 FLOOR AND GREATER THAN THE + I 1 I STUDS --'-'- _ "- '-'-'-'------' -------------------- ' N
FLUSH , I FINISHED GRADE OR OTHER SURFACES '' '
I 2 2X4 g ' ' --- c 3/z , " I 1 , �I W
• 11'-10/z 15'-0' 8'-10'/z" 2'-0'/"
to POST , T BELOW ON THE EXTERIOR SIDE OF THE __,__, .._ = H
-" 11'-3"
I °RIDGE -- "--- S / ' I BUILDING. SHALL COMPLYAS FOLLOWS: +tK _ `�_____________________________'�' �;y+°` -__ ____ O
1 / ` u ; / I 1 L (2)1-3/4"x 9-1/2"LVL _2x10 FLOOR JOISTS n 16"o.r. ' I O Z
Q 15'-0' ° -------- 3,7„ g„ R312.2.2 WINDOW OPENING CONTROL DEVICES: I a N Q Q
I S/ \ � ------ 1 WINDOW OPENING CONTROL DEVICE SHALL -GARAGE---------- R302,7 UNDER-STAIR PROTECTION o W
c ° W UB ________ /11'-3" \ COMPLY WITH ASTM F 2000.THE OPENING I DWELLING GARAGE ENCLOSED SPACE UNDER STAIRS THAT Lil
to ' ' SEPARATION IN ' , , IS ACCESSED BY A DOOR OR ACCESS
° o �_ f-m I _ ______ I DEVICE AFTER OPERATION TO RELEASE THE 1 I __---_-- PANEL SHALL HAVE WALLS,UNDER-STAIR z > a
� ' w `�"' I &10 RAF DEVICE SHALL ALLOW THE WINDOW TO ACCORDANCE WITH i �_ = SURFACE AND ANY SOFFITS PROTECTED W V
1 ________ \ 1 TABLE R302.6 I IU) ( __ " ON THE ENCLOSED SIDE WITH Q
' x _ LL W 1 2z6 CEILING J ISTS 16"oc FULLY OPEN TO MEET THE CLEAR OPENING 'o I� I 1/2-INCH GYPSUM BOARD.
N I u, 'Z g 2x4 COLLAR T ES @ 48"oc \ I SEE DWG-1 FOR TABLET �U_ LL M c
rn c_n ti J / ( AS REQUIRE TO MEET EGRESS R310.2.1 °' ; INSULATE WALLS ;
UJ W ' o o ' °' I COMMON WITH LIVING I ' -- j of
x - ----- LIVING " ,J - - - J U_
W Q I= V1
U_ o' 1 �y �, U /BEDROOM#3 I \� 1 ; AREA. ; ,. 2-2x10 0
z g I I BEDROOM#1 \=o X N / 8'CEILING HT ' ' ROOM 4 '� ' ' r DINING
-' 110'-0" TRAY CLG +`' I W ' 1 ; PROVIDE: HEAT ; 1m I a' ROOM 4
co W o _ - -, _ / o I \ WINDOWS, EXTERIOR FRENCH & SLIDING DRS I DETECTOR PER R314.2.4 '
N X I / �' I ` " N 1 Plans indicates ANDERSEN series 400 Tilit Wash I h
N N I I � I Model Numbers and shall be In accordance with R609
V
1 I I 1
1 N I I To be designed &installed as per manufacturers 2-2x12
specification for 130 ultimate design wind speed 3i2x1b
1 , 11'-1" T'W1832 1V-3' \ I and Table 301.2(2), 301.2(3) . 1 1
\ I - 96X96-COUNTRY 3 PANEL Q
' I r - r- - ; 2-2x10 y Provide HP LOW-E4 glass; U = .30, SHGC = .30 3-2x10 3-2x10
I I 1 EGRESS: shall meet R 310 CONC.
WINDOW FALL PROTECTION: shall meet R312.2 TW30410-2 i i STOOP ' ' ' ' �.L� ,� N
TW310 2 ' TW310-2 I I I I I
L - - - - .- - - - J i L- - -' - - - - - - J �' �I , , I ��
�G sue' -'EG ss- Substitutions made upon meeting Code. --- 04 0-2
' page one, general notes for additional - ---==y-----------
-----------
See .. I�
I r l
code requirements. 4'-0" 4'o" " 4'-0" 4'-0" V rA r-I
1
OSmoke Detector o
Carbon Monoxide Detector COMPOSITE
co Refer to DWG-1 General Notes
1 r l Q
In accordance with Section 916 of the 2'0" 8'-0' 2'0" U b o .�
6'-0" V-0" 3'-5" 3'5" V-D" 6'-0" 2020 IFC, R314, R315 of the Residential 'x, .� fV
I
code of NYS 12'-0" 12'4' ' 6'-10" 12'-0" O/ CZ r-�+
en
12'-0" 6 10" 12'-0"
I
I
42'- 0" I
d0'-10" [NY]915.3.3 Residential Buildings and Commercial Buildings
With an Attached Motor Vehicle Related Occupancy ��D ABC
AREA SCHEDULE 9' PLATE HEIGHT
' I AREA CALCULATIONS: G,j ( J 1-11
9 PLATE HEIGHT Carbon monoxide detection shall be Installed in a central or otherwise approved A I C4 �P•
AREA SCHEDULE A ---_---_ location in each occupiable space in a commercial building and witthin 10 feet of NAME AREA 1 ST FLOOR PLAN -------
2ND FLOOR PLAN LOT AREA = 105 X 100 =10,500,00 SQ.FT.
the entrance to sleeping areas and sleeping units in residential builldings GROSS 1 ST FLOOR AREA 1218.8 s ft. 11 _ 1 11 0
NAME AREA and commercial buildings that: q SCALE: 1/4 = 1 -0 UP TO 20,Oo0 SF =210o X F .5/o 0 S F M
GROSS FLOOR AREA 1218.8 sq ft. SCALE: 1/4" = 1'-0" g SECOND FLOOR AREA 942.7 sq ft. =62.5 SQ.FT.+2100 SQ FT. 3,
2ND FLOOR AREA INCLUDES STAIRWELL OPENING 1. Have a communicating opening with an attached motor vehicle related occupancy, FIRE BLOCKING SHALL BE INSTALLED =2162.5 SQ FT.
2. Share one or more common walls with an attached motor vehiclle related occupancy,or TOTAL FLOOR AREA 2161.5 sq ft. IN ACCORDANCE WITH R302.11 -
S)ECOND FLOOR AREA 942.7 sq ft. p y° LOT COVERAGE: = 10,500 SQ FT X 20% =2100 SQ FT '+ r THRU R302.11.2 AND DRAFTSTOPPING
3. Are located one story above or below a motor vehicle related occupancy. c Q• '
p1
TOTAL GROSS FLOOR AREA: 2162 sq.ft. PER R302.12 THRU R302.12.1 PROPOSED LOT COVERAGE =1265 SQ FT \ � Ofg ) y0
ALLOWABLE SQ FT 2162.5 sq.ft. 0 F N
TOP OF ROOF
_ — _ — _ — _ — _ — — _ — _ — _ — _ TOP OF ROOF
12 12
ASPHALT SHINGLES 7 7
W
TOP OF PLATE
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ASPHALT SHINGLES Q o C
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TOP OF PLATE 12 _ �TOP OF SUBFLOOR
- - - - - _ — _ — _ — _ 7� — _ — _ _ TOP OF PLATE O W
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— - — _ - — _ — _ — _ r TOP OF SUBFLOOR
TOP OF FOUNDATION
TOP OF FOUNDATION
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O IMMI E O
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WOOD STEPS AND LANDING
TO GRADE. HANDRAIL& o
R303.8 Exterior Stairway Illumination OU
GUARDRAIL AS REQUIRED =•o
BY CODE Exterior stairways shall be provided with artificial light source pcc rOUa j
wOL0TOn
located at the top landing of a stairway.Exterior stairways I �? I i i i i Q o o I U w
REAI providing access to a basement from the outdoor grade I I I r- °' a o,� m m 0 B Y
I E L EVAT I O N I level shall be provided with an artificial light source located I °' ► I 1 I RIGHT ELEVATION 11 I I y o 5 a
� � 11 — 1 11 II o " o c OIL
2• I P 9 I I I I 0 0 („) N 3 C y N <n w = 3
I S CA4� 1 /41, _ 1 1-011 I at the bottom of the stairway. , � I I I 1 1 I I •n-- c:,,� o.cc� 3
I , I I � ; SCALE: 1 /4 — 1 -0 ; ; I I a , aU �r
I I is c ccu
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o , q= aoo U `O
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF FOOTING o E c E 2 a c(U M n
Cr -- — — — — — — — — — — — — — — — — — — — — — — — — — �r — — — — — — — — — — — — — — — r� - - - - - - - - - �' — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — ��— — —� - - - - TOP OF FOOTING U y H m s
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TOP OF ROOF TOP OF R OF
ASPHALT SHINGLES
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7 —TOP OF PLATE _ — _ — — _ — _ _ TOP OF PLATE
WOOD STEPS AND LANDING
TO GRADE. HANDRAIL& W
GUARDRAILAS REQUIRED
BY CODE
M
TOP OF SUBFLOOR- STOP- -OF SUBFLOOR c.;
- - - - — - - - - - - - - - - �// ¢ ��C's11
— _ TOP OF FOUNDATION— — �� — _ — _ TOP OF FOUNDATIONUun uuuj
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I Ir - - - - - 11 I-
— 1 I I I I I I A I 1 11 _ 11 I 0 �:,�D
I I - - - - - I SCALE: 1 /411 — 1 -0n I I I I I SC LSE: /4 10
I
�4 — — — — — — — — — — -- — — — — — — — — — — — — — — — _J —— — ' — - TOP OF FOOTING - - — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r — - — - -
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I- � _ _ � �r _ _ _ _ _ _ _ _ _ _ �r —_ _ _ _ _ _ _ _ _ _ _ I—— _ _ _ _ _ _ _ — I_ _ _ _ _ _ _ _ _ _ _ � TOP OF FOOTING
l 01901� y0,
OFNE�
BRACED WALL PANEL a'
PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 2-1 2-2 2-A 2-B
CONTINUOUSLY SHEATHED
,, ;V.HL 1J TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP/CS-PF CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP
CC'4TINLICUSLYSHEAT4�ED
BRACED ihrAl.L 0 E BRACE WALL LINE SPACING(FT)b 21 21 34.8 34.8 23 23 22.8 22.8
BRACING METHOD TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 24" 24"/18" 24" 24" 24" 24" 24" 24" W
CS-WSP CONTINUOUS SHEATHING
WOOD STRUCTURAL PANEL TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 9 9 15.5 15.5 5 5 5 5 U
DETAIL 4#1 ON DWG-2 HOLD Z
TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c 3.
P.RETURNDoDOWNCS-P F CONTINUOUS SHEATHING W Z
FANEL DEVICE BRACED 0.,ALL PANELAT PORTAL(FRAME 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 Q O O
ERACED NiALLFAtdELAT
END CF BRACED WALLLINE EI ID OF BRACED WALL UNE DETAIL#:3,DWG-2
END CONDITION 1 END CONDITION 2 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1
COFI-IFlUOUSLYSHEATHFC GB GYPSUMIBOARD W
LUN CCNT NUCUSLYSNEATHED 3. WALL HEIGHT 1 1 1 1 .95 .95 .95 .95
BRACED WALL NOTES: 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1
REFER TO DETAILS tON DWG-2 5. ADDITIONAL 8001b HOEDOWN DEVICE Z
FOR HOLDOWNS,STRAPPING, BRACED
WALL DIAGRAMS AND DWG-1 O Q
FOR NAILING SCHEDULE. ALL BRACED 6. GYPSUM BOARD OMITTED
WALL PANELS SHALL BE FULL-HEIGHT W' t ' J
RETURN SECTIONS OF WALL.WITH NO VERTICAL 7. GYPSUM BOARD FASTENING O FANEL D. w
As'►.tiNu:uut BRFCEC�'JALL PAJIEL tiy,k Fr-sTeRacM BWL OR HORIZONTAL OFFSETS. O
LI 8.HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 W L
AT ENO OF BRACED 1,7ALLNE wALLFANEL - - - - BRACE WALL LINE � L
'S C:U EE REIRELIENT:
END CONDITION 3 END CONDITION 4 RESULT REQUIRED BRACED WAIL LENGTH(FT) 9 9 15.5 15,5 10 10 10 10
cc°;TINuC�J=LYSHEATHED REQUIREMENTS TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 3 O
10 MAX 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) Q Q U)
Return panel: 24"for braced wall lines sheathed with 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 PER PLAN BRACING LENGTH PROVIDED (FT) 16 14 16 22 10.8 9.5 12 12
wood structural panels 3. BRACED WALL PANEL END CONDITIOWS AS PER FIGURE R602.10.7 rW W LL
v
Y Y Y Y Y Y
32"for braced wall lines sheathed with 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE COMPLIANCE YES/NO Y Y J
structural fiberboard SHALL BE OFFSET NOT MORE THAN 4 FEET
O O
S. BRACED WALL PANELS SHALL BE FULL..-HEIGHT SECTIONS OF WALL
THAT SHALL NOT HAVE VERTICAL OR HIORIZONTAL OFFSETS. a.Linear interpolation shall be permitted 01 W z
Distance D: 24"for braced wall lines sheathed with 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, O J wood structural panels END OF A BRACED WALL LINE the average dimension shall be permitted to be used for braced wall line spacing.
32" for braced wall lines sheathed with 7. THE DISTANCE BETWEEN ADJACENT EIDGES OF BRACED WALL J
structural fiberboard PANELS SHALL BE NOT GREATER THAIN 20 FEET AS PER FIGURE ABBREVIATIONS; BWL=BRACED WALL LINE, - 00
rE'0CECviN WALLF NEL R602.10.2,2 V
CEb10E Vr.ALLFANEL BW=BRACED WALL,
END CONDITION 5 Hold-down 800 Ibs capacity fastened to the edge of the CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL
device: braced wall panel closest to the corner and CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION
to the foundation or floor framing below V)
E o
For$I:1 Inch=25.4 mm,1 ioot=305 mm,11b=4.45N o a Lay
mt 2 E B
rww E L 4- wv ow
FIGURE R602.10.7 rn a rn= o CL°
END CONDITIONS FOR BRACED WALL LINES m o 0 a0 i
0 a
WITH CONTINUOUS SHEATHING __ z a ° " 9 2 ° 9
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4'0" 22'-10" 4'-0"' 10" c Y
a�iuni ? co mN a� 9O;
42'
a w �2 3 L c c 3 o m
m , HORIZONTAL BLOCKING MAY BE OMITTED PER TABLE R602.10.3(2)WIND ADJUSTMENT FACTOR ¢ TP I E a a�i ° y o,
S ' j J J 1 a f0 L C L cD 3 O E
> I 3 1 ' J I L 'n O O
m ' 3'•6 11/16" m 1 4'6 7/16" 4'-0" m I 34'-10" m ' 4 0. 6 9 y a r E T o n
I I =0
CS-WSP 1 I 1 HU (4caCr IL- MEC on
d C 0_E m m� cu '-' 8 E
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n CS-WSP
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2'-10 5/16" 2'-10 5116" 2'-10 5/16" ' , r, M
F.+'q ~ M 10
O
I
"
I 2'-9 13/1 2'-9 13116"4'-0" I " h�21 4'_0 22'-10" 013/16 O
30'-10" I I O cC3 M v3
HORIZONTAL BLOCKING MAY BE OMITTED PER TABLE R602.10.3(2)WIND ADJUSTMENT FACTOR I 4'-0" 34'-10" 4'-0" O
2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN
i R "AX�
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
.•U�,� '�010 oQ.
�ITF F t4
A��PE�. DrIiENT
Z
W o
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ry
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42-10" <
1UJ
W Z
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MECHANCIAL ROOM J
install as per Code chapter 12-22
Cn 0� O
mechanical contractor to verify Q
size of room prior to installation of
equipment and notify GC of Adjustments, GENERAL CONSTRUCTION NOTES W
Provide 5/8"fire rated wallboard on
OUTSIDE BASEMENT ENTRANCE interior of Mech.Room side and O
'/2"fire rated wallboard on opposite MEC r Fire Rated
ROOM
8"CONCRETE WALL ON MIN 16"X 8" 1 Hour Fire Rated Wall 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. Q w
FOOTING WITH 4"CONCRETE LANDING& side.Provide allon-combustable floor Provide 5/8"fire rated as adopted by New York State May 12, 2020,
and Insulate walls common with heated Additional Code Compliance:4"DRAIN TO DRYWELL,CONCRETE STAIR areas. Provide air from outdoors thru Wallboard on walls
MEETING R311.7-STAIRWAYS. &ceiling of Mech. Rm 2020 Energy Conservation Construction Code of New York State,the W J V-
HANDRAIL PER R311.7.6, 34"-38"ABOVE louvres according to Part V-Mechanical v, f O
NOSING. 36"HIGH GUARDRAIL ON Additions,Alterations& Renovations: shall conform with Appendix J O
TOP OF CONCRETE WALL. 7
(2) #4 REBARS ABOVE DOOR OPENING. Z 2. Written Dimensions take precedence over scaled dimensions
Existing Floor System
CD
3/4"pluwood subfloor o c F.D. 3. The contractor prior to the start of construction shall verify all O 0
floor.lolsts 16"oc UP O dimensions, existing or new and be responsible for field fit. 06 0
t r I-
4. The mechanical systems,electrical systems, plumbing systems and solar energy systems,
:;• DN 3" shall be installed in accordance under latest State approved Building Codes.
'•`��'�.' 1/2"gyp bd ceiling
a n• a . e .• a n- a . a 3.0" a . ° . • • . e ►. a . " r ` .• a n. a . r e n. a . ' r .• a n. a . ' r - ° All systems are to be designed, installed, &specified by the general contractors; HVAC, y
TOP OF COINC WINDOW WELL R310,2,3 ° electrical or plumbing sub-contractors. .`s
- - - - - HORIZONTAL AREA SHALL BE ° EXTERIOR ° Electrical certificates are to be provided the electrical contractor. `o o f0 y
MIN Y-0"SO FT.WITH A o LIGHT WET BAR ► �.� o'E E
HORIZONTAL DIMENSION � 1V-6'/" ABOVE 30'-4'/2" 5. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All w C £ E L y N `o o
Fire-blockin Continuous OF MIN 34'TO ALLOW FOR a rn o v c o
9, o, o o Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 `0 2 E.G t o 1 m 0 �
along top of foundation wall EMERGENCY ESCAPE AND X U-w v Min. Fb for dimensional lumber=850 psi. o c z a a a c
and horizontally at intervals RESCUE. LADDER SHALL BE _ iP ° .: 0 rn 2 w •° c `o
not exceeding 10 feet. PREMITTED TO ENCROACH W `'' �-' is �, 20 MIN F.R.DOOR RECREATION Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. a I � SrN .-
R302.11 thru 302.12 NOT MORE THAN 6"INTO in W/SELF CLOSURE
ROOM Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. o,Y o U° y 2 -
REQUIRED WINDOW WELL &24"X24"LOUVRE TYR INT WALL, g_0 a a ° o
8'0"MINIMUM CEILING HT a�y 2 a o m - a- o r 3
DEPTH, ° MECHANICAL ROOM 2X4/2X6 WOOD ° 6. ALL EXTERIOR LUMBER Shall be ACID requiring the following: a r N s 3 L 3 0
° 1/2' GYP BD CEILING(PAINTED) STUDS @ 16"OC .- ° a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D o o o o g a o t
1/2"M.R.GYP BD, ifl C N m y�-
• FLOOR FINISH BY OWNER o or stainless steel. y �; oo�
BARS.GRILLES.COVERS R310.4 v •4 p •, •, . v . p ,4 p •, i c vi o•_ -
Cast in place concrete foundation wall " °n � o b.) Use Copper flashing Only against ACQ Lumber Sill Plates Co - Co N.0- 3° E
BARS,GRILLES,GRATES OR SIMILAR 4 ° a a = „ 0 o U o
' c. All Structural connectors i.e. Simpson strong-Tie Tie or USP etc r o i. `o E t
V, DEVICES ARE PERMITTED TO BE PLACED 4 - _ _ ° ) p g- m o o="o � a Q) � E
z wood stud framing @ 16"oc OVER EMERGENCY ESCAPE AND RESCUE ", 1 " BATHE 1 4 shall be Hot-Dipped Galvanized or Stainless Steel. _:N., z= E c L) a
OPENINGS PROVIDED AS FOLLOWS: NET 11'-4 29-2/�
cn top and bottom plates , f0 N -•_= Q N -�°' °' Cc
w CLEAR OPENING SIZE COMPLYING 7'-4" 7'-5" 3'6/�' 9' - ° 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be s o 0 M r iu o 8
R 14 SPRAY FOAM INSUL WITH R310.1.1 TO R310.2.3 AND SHALL 11'/z' I- U EA is a- F- cc E CL o a
r r a installed in accordance with the manufacturers latest installation details,
o BE RELEASABLE OR REMOVABLE Framing connectors,Allowable Hole diagrams, specifications, etc.
FROM THE INSIDE WITHOUT THE USE o a
OF A KEY,TOOL,SPECIAL KNOWLEDGE 2'-4" ° "Micro-Lam"Design Stress: E= 1.9, Fb=2,600 psi, Fv =285 psi
1l2' Ma�:ure OR FORCE GREATER THAN THAT REQUIRED p•. 4'-5Y�" "Parallam PSL" Design Stress: E=2.0, Fb=2,900 psi, Fv= 290 psi
resistani. FOR THE NORMAL OPERATION OF THE o "Anthony Power Beams Design Stress; E =2.1, Fb=3000 psi, Fv= 300 psi
wall board,paint finish __ __ __ __ C
------ WINDOW WELL R310.2.3
N ESCAPE AND RESCUE OPENING, a a ; � � ----- �
............
------------ ---,----.................-y-- =t____,__ HORIZONTAL AREA SHALL BE q 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS,
-----
4 ° I ...-..-.... ' ' ' - MIN9'-0"SQFT.WITHA
LADDER&STEPS R310.2.3.1 ....... ....-........-----�- -r- _ ___ _ -7_4-- N each sleeping rooms in basement, habitable attics, and every sleeping room
• I - ---- '° `N HORIZONTAL DIMENSION
WINDOW WELLS WITH A VERTICAL o a -----y -- -, --' -- shall have at least ONE operable emergency escape opening as follows:
DEPTH GREATER THAN 44 INCHES =_______ �' '° OF MIN 3'-0"TO ALLOW FOR Sill height of not more than 44 inches above finished floor.
EMERGENCY ESCAPE AND
SHALL BE EQUIPPED WITH PERMANENTLY e e =_______; e RESCUE. LADDER SHALL BE A. Minimum net clear opening of 5.7 square feet.
AFFIXED LADDER OR STEPS USABLE 1` __= 10'-9" PREMITTED TO ENCROACH Except grade floor openings shall have a minimum net clear
WITH THE WINDOW IN THE FULL OPEN o a ___ _ _ NOT MORE THAN 6"INTO opening of 5 square feet.
TOP OF SLAB POSITION. RUNGS SHALL HAVE AN ° REQUIRED WINDOW WELL B. Minimum net clear opening height shall be 24 inches.
INSIDE WIDTH OF AT LEAST 12 INCHES p•. N ---- DEPTH. C. Minimum net clear opening width shall be 20".
SHALL PROJECT AT LEAST 3 INCHES o p g
2X4 R FRAME FROM
D. emergency escape openings p
FROM THE WALL AND SHALL BE SPACED STAIRCASE FROM FLOOR --- ---- � p g y pe and rescue o enin s shall be operational
NOT MORE THAN 18 INCHES ON-CENTER 4 4 TO CEILING. TREATED SHOE -- _ _ __ _ 9 o from the inside of the room without use of keys or tools.
VERTICALLY FOR THE FULL HEIGHT OF 4 ° PLATE AND GYP.WALL BD •- WHERE Basement contain more than one or more sleeping rooms,
INSIDE FACE OF WALL MIN. _ __ _ P g
THE WINDOW WELL. In ATTACH RAILINGS.HANDRAILS , OO 0 an emergency escape opening shall be provided for EACH sleeping room.
0 0 co
3a°•3e"ABOVE NOSING. L _ _ ____ �W N Emergancy escape and rescue opening shall open directly to the outside
• , R302.7 UNDER-STAIR PROTECTION
r r ENCLOSED SPACE,UNDER STAIRS THAT U) M 'L EXCEPTION: Grade floor or BELOW grade floor openings shall have
EXTERIOR WALL SECTION ISACCEHALLHAA WALLS, ACCESS _ UP_5L�__ In g
PANEL SHALL HAVE WALLS,UNDER-STAIR� a net clear opening of not less than 5 square feet.
v SURFACE AND ANY SOFFITS PROTECTED
' ON THE ENCLOSED SIDE WITH N .•
SCALE: 1/2" = 1'-0" ,�. 112-INCH GYPSUM BOARD. <O O � ° 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each
continuous run of treads or flight with FOUR OR MORE RISERS.
4 4 co Handrail Height measured above stair tread nosing, shall not be less than
4 ° 34 inches and not more than 38inches. All Handrails shall be continuous N l--
e e• ' ° the full length of the stair from a point directly above the top riser of a flight o Q
VENTS: v •' p 4 ' p - to a point directly above the lowest riser of the flight. Handrails adjacent to N Z
e ° a wall shall have a space of not be less than 1-1/2 inches between the wall co U)
• • p •4 p •4P3103.1 ROOF EXTENSION
SI and the handrail. see code for exceptions. Refer to Code for grip size specifications. <C
OPEN VENT PIPES SHALL
EXTEND MINIMUM 6"ABOVE o o Q Cn tj j
4"ROOF VENT o 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30
THE ROOF OR 6"ABOVE THE � -�
• above the floor or grade below shall have a railing not less than 36 inches Z � U
ROOF ANTICIPATED SNOW ACCUMULATION. N 4 4 W
TYR EXT.WALL in height. Railings shall have Top rails and Balusters and Bottom rails that are Q
8"FDN WALL • .• e. y • (A
P3103.2 FROST CLOSURE: NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed
WHERE THE 97.5%VALUE FOR 2X4 STUDS F 116"oC by the riser, tread and bottom rail of the guard rail at the open side of a stairway
R-14 SPRAY'FOAM
OUT-SIDE DESIGN TEMP IS 0 DEG F 1/2"GYP BD are permitted to be of such a size that a 6 inch sphere cannot pass through.
OR LESS.VENT EXTENSION THROUGH EXTERIOR PATIO SLAB Open sides of stairs with a total rise of more than 30 inches above the floor or
FIRST FLOOR A ROOF OR WALL SHALL NOT BE LESS grade below shall have guards not less than 34 inches in height measured
THAN 3"IN DIAMETER. ANY INCREASE 6"4000 PSI CAST-IN-PLACE SLAB vertically from the nosing of the treads.
IN SIZE OF THE VENT SHALL BE MADE W/6X6 w1.4/w1.4 WELDED WIRE MESH F�
NOT LESS THE 1 FOOT INSIDE THE ON GRANULAR COMPACTED FILL.
THERMAL ENVELOPE OF THE BUILDING, PITCH SLAB AWAY TO DRAIN 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window
311V WV opening is located LESS than 24 inches above the finished floor and GREATER
than 72 inches above the finished grade or other surface below on the exterior
12'-0" 11'-4" 8'-2" 1V-4" of the building, the window must be provided with a window opening control device
2"V 2"V 2„V that compiles with R312.2.2 Window Opening Control Devices.
WET BAR 42'-10"
LAV SINK 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in
Structural Note: accordance with R302.11 thru R302.11.2 and Draftstopping shall be W N
F
ALL STRUCTURAL WORK SHALL installed per R302.12 thru R302.12.1 o
7 TCOMPLY WITH APPENDIX J � l C�-+ .--a
SHWRCA
SECTION AJ601.9 KEY Fireblocking materials R302.11.1 shall be as follows: V
1. Two-inch nominal lumber rT1 o
BASEMENT F-y Mechanical systems 2. 1/2" sum board
2• 3„ 2• 2„ 2„ 2„ gyp v .-t
THE MECHANICAL SYSTEMS SHALL o 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance E.y ¢ p
c.o BE INSTALLED IN ACCORDANCE WITH p• a • e CONCRETE FDN WALL FINISHED BASEMENT PLAN with the 10 foot horizontal fireblocking in walls constructed using parallel �/ I--�I � �
4"C.I.WASTE APPENDIX J AJ601.10 rows of studs or staggered studs. I�'� >~ > M
2x4 STUD INNER WALL WITH scALE: 1/4°= 1'-0' 4, cellulose insulation i s installed and tested in accordance with ASTM E 119 or M
TO AN EXISTING Plumbing Note: 1/2' GYP BD AND R-14 W ' o
SUFFOLK COUNTY APPROVED UL 263, for the specific applications ^d 00
SANITARY SYSTEM ALL PLUMBING SYSTEMS SHALL BE SPRAY FOAM INSULATION AREA: 888 SID FT. -• O
INSTALLED IN ACCORDANCE WITH O r�i •� N 4Z
APPENDIX J SECTION AJ601.11 ALL DIMENSIONS BASED ON EXISTING CONDITIONS
TO BE FIELD VERIFIED PRIOR TO FRAMING �/ O
FUTURE EXPANSION PLUMBING RISER DIAGRAM Electrical Note: INTERIOR FRAME WALLS
N.T.S. ALL ELECTRICAL EQUIPMENT,SERVICES ` O
AND WIRING SHALL BE INSTALLED 2X4 STUDS AT 16 OCi S ,CD A�1 w, U
O Smoke Detector C
1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 IN ACCORDANCE WITH APPENDIX J 1I2° GYP BD EACH SIDE. J hiG oAtt,
2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS SECTION AJ601.12 Carbon Monoxide Detector c � .
MUST'BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 CO Refer to DWG-1 General Notes
Fire & Life Safety Note: MECH RM SHALL HAVE 5/8" In accordance with Section 915 of the A'M' r
ALL SMOKE ALARMS,CARBON FIRE RATED GYP BOARD ON EACH SIDE 2020 IFC, R314, R315 of the Residential
AUTOMATIC
ATIC SPRINKLERS
E WITH R-13 BATT INSULATION code of NYS
AUTOMATIC SPRINKLERS E APPENDIX
019,1 y0��
SHALL BE IN ACCORDANCE APPENDIX J �.d' �
b•,. QF N
" I
51a�r1 �- �Oac�
AMENDMENT
5-21-2t,- OK J&
W z
o
No W QY
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w �}
dram W W
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F-
MECHANCIAL ROOM n^ LL�/
fi-enul m pal Code dmpter 12-22 V/ •O•
charucamnbaderbverify ❑2
s' I mom Prior to insleM6an of
P.Vkc mtand"a'-ofAdN-r GENERAL CONSTRUCTION NOTESIjj
Provide B+&'fire rated wallboard On
OUTSIDE BASEMENT ENTRANCE interior of Mech.Rmm ddead MECHANc1AL ROOM L�.
8'CONCRETE WALL Ott MIN 16'%8' 4 fire mled wallb0am on*`Poste 1 Hour Pre Rated an 1. Ail construction shall conform m he 2020 Residential Coda NEW YORK STATE. 1��On
FCOTNG Wmf 4•CONCRETE LANDING& We.Pmvloe a Nmcdmbustable floor Provide W ire rdled as adopted by New York Slate May 12,2020, Q J y)
4'DRAIN TO DRYWELL,CONCRETE STAIR ad Insulate warss common with head -it.ard on wdo Additional Cotle Compliance:
MEETING R311.T-STAIRWAYS. areas.Provide air From outdoors thin &mling of Mcdl.Rm 2020 Energy Conservation ConMmction Code of New York State,the W ILL.
HA NDRAILPERR311.7.B,34•-38'ABOVE Iouvras.=WirgbPan V-Mechanical O O
NOSING.36-HIGH GUARD RAIL ON Additions,Alterations&RenOvafl-shall conform with Appendix J
TOP OF CONCRETE WALL
(2)P REBARS ABOVE DOOR OPENING. 0- Z
Existing Floor System 2. Wrieen Dimensions Gke precedence over staled dimensions
T4•Pk-xA subs= F.D. 3. The contractor prior to the start of consWclion shall verify of ON
floolidsts l6•oo 4 ? UP dimensions.existing or new and be responsible tar field fit. LL 0
s-Ar
=c 4. The mechanical systems,electrical systems,plumbing systems and solar energy systems.
Shall be installed In accordance under latest State approved Building Codes.
1?gYP to reilmg All systems ale h be designed,installed,&specified by he general mnlmcW,:HVAC, E
TOP OF CONC WINDOW WELL R3t023 • •• x •' d leelrical or plumbing subcontnectes. a e�
HORIZONTALAREASHALL BE X EXTERIOR Electrical certificates ale m be provided the electrical contredoc -o
-�-"- - MIN 9'-0'GO FT WITHA O$ LIGHT WET BAR m$, E'q Bl"�
HORIZONTAL DIMENSION zH' 10'-6X' ABOVE 30'-4Y,' S. Base design value lOr visually gmtled dimensional lumber:JOlsts,studs Rafters antl Ally '` b
FimWob'ng,Continuous OF MIN 3'-0'TOALLOW FOR Fermin I bar
hall be DOUG-Fv Larch Y2 or better,E=1.600.000 q gains `m9y^=c m�m�m
along loperfeundaLonwa9 EMERGENCY ESCAPEANO �w'• - Min.Fle for dimensional lumber=850 08
arN noraanany Mintl'Mls RESCUE.LADDERSHALLBE q RECREATION Wood exposed to the weather shag be Treated Yellow Southern Pine fl 2 or better, _Pr e3 B
-.g 10 rcel. PREMTTTED TO ENCROACH ro 20 MIN F.R.DOOR Including but no f iled W:Deck Framing,Posh,Headers,Girders&Ledgers. 9 R$ B=w IT L
R302.110.302.12 NOTMORETHANEINTO m W/SELFCLOSURE ROOM Boll @ C
REQ MREOWINDOWWELL IS20-%2I-LOUVRE s'-O'MINIMUM CEILING HT TYRMT.WALL. B-0•
he following:
DEPTH. MECHANICAL ROOM 12'GYP BD CEILING(PAINTED( STUDS®t6OOD 8 �)All Fasteners shag be Hot ER (Dipped GeNanl be ACO l¢etlring'ASTM A 753 doss 0 o'm$ o
BARS GRILLES.GONERS R3104 iLOOR FINISH BYOWNER 1fr M.R GYP BD. a 0 moors'
!atainkss steel.
CasUn pia®m+rele(vundatbn„an •' b.)Use Copper flashing Only against AGO Lumber Sill%ales
BARB,GRILLES,GRATES OR SIMILAR C.)All Structural COrineCtOra i.e.simpson strong-Te or USP Me u ev ^ 0 8 '-5 B t
DEVICES AREPERMITTEDTOBEPLACEO fr§-=v _ g
m _ _ shall be Hot-0ipped Galvanaed or Stainless Steel. E P$55
wood¢Wd Framing @ 16'oc OVER EMERGENCY ESCAPEANO RESCUE 11'i' 29-2'/,• '�22 t�N
top and bottom plates OPENINGS PROVIDED AS FOLLOWS:NET Y.b�a�' a 5
CLEAR OPENING$IZE COMPLYING 7'.1• ]'-S' 3'4iY,' 9' 4 9, NI Engineeretl Wood Products such es Tms Joists,MierO-Lam,Mc shall Oe �q'o ,`-`m E s o 8'
WITH R310.1.1 TO R11023AN0 SHALL _• 11 X" installed in accordance with he manufacturers latest installation detalis,
w
R-td SPRAY FOAM INSTIL BE RELEASABLE OR REMOVABLE
m FROMTHEINSIDEWmiOUTTHEUSE • Fmming cMicro-Laonnectors,Anovvade Hole diagrams.spermcations,etc.
-MoisWre OFAKEY.TOOL.SPECIAL KNOWLEDGE Z< a •Parallam PSLL•Dsig Stress: E-2.0.Fla 2.900si,IFY 90 psi
ps!
resistant OR FORCE GREATER THAN THAT REQUIRED ........ 4'-5'X' Design - - psi,Fv=290 Ps1
wall board.paint fini¢h 4 FORTHE NORMAL OPERATION OFTHE _ •__ ••,•• _ WINDOW WELL R31m 2.3 -Anthony Power Beams Design Stress;E=2.7,Fb=3000 psi,Fv=300 psi
a ESCAPE AND RESCUE OPENING. d s , "a"••r• + HORIZONTALAREASHALLEE 4 10. R310.2 EMERGENCY ESCAPE AND RESCUE:Required in BASEMENTS,
............ ... ..............x
LADDERBSTEPS R31e23.1 4 •••• ' '•- ' ' •••• MIN g-0'SQ IT.WITHA
•••••••••••�••••••••••••••••• .r... a." •Ya'•. each sleeping moms in basement,habitable Slits. and every sleeping room
• }•••, , HORIZONTALDIMENSION
WINDOW ENFERTRHA 1 INCHES OF• • -----) (-- •-- -�/ n -----' OF MIN 3-0'TO ALLOW FOR shall have at least ONE operable emergery escape opening as follows:
SHALL EED LIPPED NWITHIPERMANENTLY ••• I` _ RESCUENLADDEP6HALLDBE Sill height of net more than d4 inches above finished floor.
A Minimum net clearopeningol5.7 square feel
AFFIXED IADDER OR STEPS USABLE 10'-9 PREMITTED TO ENCROACH Except grade Boot openings shall have a minimum net clear
WITHTHE WINDOWINTHEFULLOPEN � NOT ITTE TOENCROA Opening Of55quare feet
TOP OF SLAB POSITION.RUNGB 6HALL MAVEAN - - REQUIREDWINDOWWELL B.Minimum net deTopenirlg height shall be24 inches.
INSIDE WIDTH OF AT LEAST 121NCHE5 _ - DEPTH. G.Minimum rrel deaf opening width stla0 ba
"- - SHALLPROJECTAT LEAST3INCHES - D.amergencyescepe and resco0 openings slug be operational
FROM THE wALLAND SHALL BE SPACED Irom the insi0e of he room without use of keys tools.
NOT MORE THAN 18 INCHES ON-CENTER -- - - - OFv Ysce
VERnCALLY FORTHE FULL HEIGHT OF ,`- WHERE Basement contain more than One ormdre sleeping rooms,
THE WINDOW WELL ox x Aaci¢pawls - V� o a emergency escape opening shall be provided for EACH sleeping mom.
�w roe Ere ganry escape and rescue opening shall open directly to the Outside
gzl sw i oaTa ss r EXCEPTION:Grade floor or BELOW grade flooropenings shall have
EXTERIOR WALL SECTION ry b�� a net clear open ng of not less than 5 square feet.
SCALE:1/2'=1'-0" +r lapHp.�¢,A,aaap. O /•& 71. STAIR HANDRAIL:R311.7.B Pmvida Handrail on at least one side of each
`/`y continuous inn of(reads or Eight with FOUR OR MORE RISERS.
® Handrail Height measured above stair tread nosing,shall not be less than
34lnches and not more than 38inches.All Handmis Shall be core muous LU
he full length of the staff!hem a point directly above he lap riser of a(tight o O
VENTS: b bap0int tlirectty above the lowest riserMtheftight.Handrails adjacent to Z
• Wall shall have a space of not be less Man 1-1/2 inches between the wall oo (O
P3103.1 ROOF EXTENSION '•"•• and the handrail.see code for exceptions.Refer t0 Code for grip size specifications. > p Q
OPEN VENT PIPES SHALL W N LLl
EXTEND MIMMUM6•ABOVE 12. GUARDS:R312 Porches,balconies or raised floor surfaces located mom Man 30'
°OOT'rs^T THE ROOF OR 6"ABOVE THE above the floor or grade below shall have a milieg net less than 36 inches 2 7 Q
ANTICIPATED SNOW ACCUMULATION. TYR.EXT.WAL in height Ratings shall have Top mils and Balext and Bottom m th
at al are ' SO
Pat 03.2 FROST CLOSURE B'FDN WALL NO MORE THAN 4 INCHES APART.EXCEPT:Me Mang ulzropeningskrmed
WHERE THE 9].S%VALUE FOR 2X4 STUDS®116'OC by the user,tread and bottom it of the guard mil et be Open side Of a stairway
R-t4 SPRAY FOAM permitted m be of such a sae that a 6 inch sphere cannot through.
OUTSIDE DESIGN TEMP IS 0 DEG f R-1 GYP BD am pelmi p pass g
OR LES6.VENTEXTENSIONTHROUGH EXTERIOR PATIO SLAB Open sides ofstairs with a WWI rise of more than 30 Inches above the floor or
AROOF OR WALL SHALL NOT BE LESS grade below shall have guards not less ban 34 inches in height measured Z'
THAN 3'IN DIAMETER.ANY INCREASE 6'a000 PSI UST-IN-PLACE SIAB vertically from Me nosing of Me Ireatls.
IN SIZE CII VENT SHALL BE MADE W/6X6 w1A/w1.d WELDED WIRE MESH 0-0
NOTLESSTHEI FQOTINSIDETH PI
E ON GRANULAR COMPAOTEO FILL. 13. WINDOW FALL PROTECTION:Were the top efMe sill of an operable window TO
THERMAL ENVELOPE OF THE BUILDING. TCH SLABAWAY TO DRAIN
31 3V opening is located LESS than 24 inches above the finished I)-and GREATER
then 72 inches above the finished grace or other surface below on the exterior F.
2v 2ti Zv 12'-0• 11'.a• B•-2' 11'-0• hat compiles with R312.22 Wind-Opening Control Devices.
of the building.the window must be provided with a window,opening control device yly
WET EAR er-10'
LAy SINK 14. FIREnlante NG AND.11 thm 302.11 G: d Draftstopblocking shall Shall installed h r'l
Structural Note: accpmance with R302.11 Mm R302.112 and DmflstOpping shall be k4.t �N
ALLSTRUCTURALWORKSHALL Installed per R302.121hru R302.12.1 Ey 2W.C. COMPLY WITHAPPENDI%J
BASEMENT SHWR SECTIONAJ601.9 KEY Pirab*king h aattenria�IR3022.e1r.1 shall be as follows: U } c
a• r z• r r Mechanical systems z. 1A2'gypsum board W F•z
THEMECWINIC.-SYSTEMS SHALL 3. Bells or blankets of mineral or fiberglas shall be permitted for compliance
BEINSTALLEDINACCORDANLE Wm1 CONCRETE FDN WALL FINISHED BASEMENT PLAN withthelOfoolhort- IImblockitlg in walls constructed using parallel ¢ `v //`���°��
4•C.I.WASTE cp APPENDIX.1 AJ.1.10 ® rowb Of studs Or sta99ered 6tOdb. W C 7 tr1\J
2X4 STUD INNER WALL WITH SCALE:1/d'=1'-0" xj •^rh y
TORN EXISTING Plumbing Note: 4. Ilulose insulation installed and tested in accordance with ABTM E 119 or W •p pf 0
SOMECOUNTYAPPROVED 1/2'GYP BD AND R-14 1263,for the specaSimplice00ms
SANRARY SYSTEM ALLPLUMBINGSYSTEMSSHALLBE SPRAY FOAM INSULATION AREA:888 SO FT. W z S N z
INSTALLEDINACCORDANCEWFH O V
APPENDMJ SECTONINW1.11 ALLDIMENSIONSBASEDONEXISTINGCONDIIONS
TO BE FIELD VERIFIED PRIOR TO FRAMING W Q 3 a
FUTURE EXPANSION PLUMBING RISER DIAGRAM Electrical Note: o INTERIOR FRAME WALLS
N.T.S. ALL ELECTRICAL EQUIPMENT,SERVICES 2X4 STUDS AT 16"OC O
AND WIRING SHALL BE INSTALLED S O moke Detector
1.PIPING SHALLSE SUPPORTED IN ACCORDANCE WITH SECTION P2605 W ACCORDANCE WITH APPENDIX J 1/2•GYP BD EACH SIDE. Carbon Monoxide Detector
2.PIPING MATERW.SANO FITTINGS FOR WATER SUPPLY,WASTEAND VENTS SECTIONA1601.12
MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 O Refer to DWG-1 General Notes 1
Fire&Life Safely Note: MECH RM SHALL HAVE 5/8" In accordance with Section 915 of the
ALLSMOKEAUIRMS,CARBON FIRE RATED GYP BOARD ON EACH SIDE 202'FC,R314,th of the Residential
MONOXIDEALARMS OR WITH R-13 BATT INSULATION code of NYS
AUTOMATIC SPRINKLERS SYTEMS
SHALL BE INACCORDANCE APPENDIX
1
R905.1.2 ICE BARRIERS;
ATTIC MID GAS FURNACE UNIT SELF ADHERED POLYMER MODIFIED
Min'unum eitanal sWCantinn de Materials BITUMEN SHEET USED IN PLACE OF
Poanan Sites Rear F- Bdmm Flue Top NORMALUNDERLAYMENTAND 1st FL METALSTRAPPING
Uplbw X T 31 C U• 11 EXTENDFROMTHELOWESTEDGESOF REFER TO
1/tL HorvmNI E P 3' C 0• T ALL ROOF SURFACES TOAPOINT NOT TYP EXT.WALL TOP OF FDN_ DWG2FOR
At C=K plactld On sanalImde hoar,the Boar MUST be nood ONLY. LEBB THAN 24 INCHES INSIDE THE - -"-- DETAILS
EXTERIORWALLU EOFTHESUILDING. TYPICAL ROOF CONSTRUCTION
ONROOFS WITH SLOPE EOUALOR GREATER CWaa AAsMnat Roof SNn91eaw/
THAN 8112.THE ICE BARRIER SHALLALSo BE M a_.lcer manufacNrars a,�p'. TYP.FLOOR CONST. fN REBAR IT FROM TOP TYP M.WALL
RIDGE BOARD APPLIEDNOT LESS11HAN36•MEASUREDALONG ead the NYS WOE
THE ROOF SLOPE FROM THE EAVE EDGE OF THE UMatatnIad as Per a-M,in R905.1.1&
45 COLLARTIES BUILDING installed per Tada R905.1.1(1)
SHALL BE NAILED LAN,4.10d Iced Wma bamia as W sectitn R905.12 04 REBAR NEARTHE
BOX NAILS IN ACCORDANCE (2jD:8 P.T.SILL PLATE W/MIN, t7 THIRD POINTS SILLPLATE O(Note:Doude untledeyment h required A W
WITH FASTENING SCHEDULE tar Roolelopea beMeen ton l2 entl4 mn 12) MA•YIIMUM SPACING'ANCHOR 010@TY30.C. F VERTICAL REBAR Am
Framing Aa per plans wim l2'ea@IrorgmOe EMBEDMENT OF T WITH NUT B WASHER 04AT41.O.C.MAX
12 12 cyan read abu brat plywootl Sl,eaming, 2 BOLTS PER RATE AND HOLD AT LEAST Z Y RFFiERMEILING JOIST HEEL Nan d lramingmattodarre Festerler TYPICJLLANCHOR BOLT-R403.t.fi
ONE BOLT-12'MAXAND 310 MIN OFF IN RERAR NEAR THE E
] 2X0 r�48'oc T JOINTCONNECION ScnMulesd8-PpiagPerdatailaneag5). ENDSOFPLATES. THIRD POINTS MAXIMUMSPACING:1?@7Z•O.C. W Q
'HOT-ROOF �'�-" :;� SHALL BE NAILED Flashirg Per R905.28 SHIELD BEALERTYP. c
R-30 L0.FOAM TOGETHER IN ACCORDANCE 2MSOLTSMPER PLATEAND OH LDAT LtEAST R G 0
INSULATION Ftm wca WITH TABLE R8025.2 TOPOF FTG ONE BOLT-12'MAXAND 312'NIN OFF ♦��)s LL.
n (SEE DWG1 FOR TABLE) MAINTAIN REQUIRED SEPARATION TYP.CONIC.FOUNDATI -----_ ENDS OF PLATES. 4// r
T WITH SIMPSON H2AATEACH DISTANCEFROMALLHEAT �/)
1NINMABRABLE ATTIC RAFTER TO STUD. PRODUCING EOUIPMENT TO 2JM REIIARS COW. W
WRH LINKED STORAGE COMBUSTIBLE MATERWLAS PER TYR CONC.FOUNDATION of >
MANUFACTURERS SPECIFICATIONS ANCHOR BOLT DETAIL W Z
TOP OF PLATE AND wiEsr MECWJICALCOOE. TYP.PION REBAR SECTION
SCALE:1/2'=1'-0'
N scALE:1/4=+'-0 ANCHOR BOLT DETAIL LLI
SCALE:1 P=1'-0'
2X8 LEDGER R&M.52.1 LAPPED JOIST/ \R30C BATT O /eI Q
LAGSLREWTO LAPPED NOT LESS THAN 3'. INSULATION ❑L T
STUDS N 16.OC SHALLBE NAILED 1M 42'10' O L 1L
SIMPSON SKEWED COMMON NAILS IN ACCORDANCE W r HANGER®EACH WITH TABLE R80252 ON DWG-1
RAFTER LL Z)IN
H.O.FOAM m 16--0• r 0
BEDROOM#1 HALL BEDROOM#4 SULATION OUTSIDE BASEMEN ENTRANCE
8'CONCRETE WALL ON MIN 16-X B• Y.1
FOOTING WITH 4•CONCRETE LANDING&
4•DNTODRYWELL,CONLRETESCU Wr^ .-.I
o MEETINGR311.7-STAIRWAYS. vJ .._I LL"
RAI
12
5� _ - TOP OF SUBFLOOR HANDRAIL PER R311.7.8,3a•WABOVE 74•DELK FOOTING O /rT 0
- V
NOSING.36 HIGH GUARD RAIL ON
TOP OF PLATE SEE 1]DETAIL ON DWG2
= TOP OF CONCRETE WALL If�a
(2)dd KEBABS ABOVE DOOR OPENING. 2s6DECK JOISTS®tSpc R5073.1 FOR DECKS
FOOTWG SIIEPER TAB
72'PLVWD PLYWOOD _ 2-2s6RT.GIRDER O
INSULATION
\ WITH VINYL SOFFIT •_-_� ----�'----'� .y 0) 0
WRAP HwDER IN INSULATION FLUSH LW R-W H.O.FOAM FD LnnL
AZEKBOAROS INSULATION .• ,- --• `- DECKLATERALHOLDOWNS LL
PORCH BEAD
I SIMPSONDTT2ZWl(B)
PORCH SOFFIT ON • -
FURRINGSTRIPS 4 4 U O 15-0'/.' 1NX 24-OFSBCREN. P
"v SEEDET4.OFEACHEND
m 2X8 DECK LEDGER BEE DETAILS ON DWG2
FOYER SEEDET.oNOWG2 I ag �a
FAMILY ROOM _• -_ .. -- --.• _ .. .. .. .-.AH3'.... .
R-21 H.D.FOAM WINDOW WELL R3tD23 •• $cg 55°' £9$my9W
HORRONTALARw SHALL BE 2 g °
TION TOP OF SIIBFLOOR WN 91 SQ FT.Wfn1A , Q$ I LIExT 0 I I WET BAR HORIZONTALDIMENSION 3.0 8
_ OFMIN3'-0•TOALLOWFOR ABOVE IN.BASEMENT § po ��.F
5 kvc�
TOP OF FOUNDATION EMER EN Y EAND Off'• 2?G C ESGAP "� - � -_ cg
ffZ
of I
RESCUE.LADDERSHACH '"B7 BASEMENTSLAB-4' y I $m
- a5
a °g5A
PREMITTED TO ENCROACH � ui CAST-IN-PWCE BIAS y y �°Bg�• m Sgm
R30 H.O.FOAM ® : d u I n TYP ON 6 MIL VAPOR BARRIER 61
O m
INSULATION \ NOQUIRED iNDOW WO01 5 REQUIRED WINDOW WELL ON MINIMUM d•SANDGRAVEL ¢o I TYP.INT.W_
.
OEJ>M1I. •MECHANICAL ROOM GROUP 1 SOILS. 0 2XdRX6 W000 V=0 0 o m o m s_
GIRDER I?GYP BD.CLG 8 STUDS®16'OC y$$-o $Y!
BARS.f-RIII FS COVERS R3t04 _ MIN 6-0'AFF nl nl tl2'MR GYPBD. SEE-B. <`ace
_ _
1.s o BARS,GRILLES,GRArESORSIMIIAR • •„ • • • .---.-.--•-.....-
• : DEVICESARE PERMITTEDTO BE PLACED _ _ • I E$m n c E ry E u.5 a g
'• FINISHED OVER EMERGENCY ESCAPE AND RESCUE 77•q• I2Y4i
BASEMENT L OPENINGSPROVIDEDASFOLLOWS:NET
S CLEAR OPENINGSIZE COMPLYING (LEVER FLOOR T1' TS 3'EW tY-3• Y -1
WITH R310.1.1 TO R3102.3 AND SHALL 518'FIRE RATED
BE RELEASABLE OR REMOVABLE GYP GO SOFFIT&
sY TYP.BASEMENT SLAB FROMTHE INSIDE WITHOUT THE USE R30 GATT INSUL
_ -.. TOP OF FOODNG OF A MY,TOOL.SPECIAL KNOWLEDGE
•.. ... .• •.. ... -___ ________ OR FORCE GREATERTHAN THAT REOUIRED : : : .... 4'-S/,'
• A q FORTHENOR RESCUE OPENING.
. THE , .•.°....e CLOSET : WINDOW WEIt R3107�
ESCAPEAND RESCUE OPENING. • • • (3)1 4-a 9-12'LVL (3113'4Y9-1rl Lyl , , , a HORIZOWALAF3EASHAU.BE tj
1 AOD RF A<T_ Pc R31odJt :• : :• ... ...........�..f..�..........••••• ..ZI'L:_: .:z.;y...e MIN 9'-0•So FT.WITH
SECTION -A WINDOW WELLS WITI AVERTICA oAN P 3113d'd 12'LVL vh : OF.IN3W TOAU.O.N
WINDOW WELLSHAN441NCHE5 I^^••^^^.- - OFMIN 3'-0'TO ALLOW FOR
TYPICAL SOFFIT CONSTRUCTION. pYpl TYPICALM..FOOTING'COL 1'Ym EMERGENCYESCAPEAND
SHALL BE EQUIPPED WITH PERMANENTLY 24'X24•X Ir THICK ; RESCUE LADOERSHALLBE
DIRECT VENT 12"overhang AFFIXEDLADDEROR STEPS USABLE n 1fY-9'
Mechanical Systems CAST4N LACE CONCRETE PREMIT,EDTOENCROACH
HEATING SYSTEM 11= II 6°fascia&6•rake boards. WITH THE WINDOW IN THE FULL OPEN FOOTING83•DIASTEEL ; NOT MORE THAN V INTO
SCALE: 1/4 11-0 POSITION RUNGSSHALLHAVEAN COLUMN r REQUIRED WINDOW WELL
The Mecheninl System anan be INSTALL INCOMPLIANCE Trim in'azek"or equal INSIDE WIDTH OFATLEAST121NCHE5 DEPTH.
n ItIdinenanalwilh WI RESIDENTIAL,ENERGY Metal drip ad a er R905.2.8.5 SHALL PROJECTAT LEAST 3 INCHES Io
Chap -12 V MI Residential &MECHANICAL CODE p 9 p FROM THE WALLAND SHALL BE SPACED LINE%CAVATED _
Codear New Yoh Vinyl Soffits NOT MORE THAN 181NCHES ONCEFITFAAGE S1 AB
VERTICALLYFORTHEFULLHEIGWOF 4'CAST4N-PLACESLAB to o:F
THE WINDOW WELL WI6x6 W4LX Wd.O WWM
PLUMBING NOTE: TYPICAL EXTERIOR WALL PITCH SLAB-tl4'FTTO a..as•AaoYawa�ap re
ALL PLUMBING SYSTEMS SHALLSE INSULATION SCHEDULE 2x6 Doug-Fir Wood Studs @ 16"OC. GARAGE DOORS
INSTALLED INACCORDANCE WITH SHALL COMPLY WITH 2O18 IECCNYS Double to Plate and Single Sole Plate. I u I • m
PARTVII-PLUMBING &3RD PARTY TESTING COMPLIANCE P 9 - 0y ❑
wanA«
PROVIDED BY: 1/2•exterior Grade-Span Rated m W
ELECTRICAL NOTE: Continuous Structural OSB Sheathing. d'w� ma�ola p
' ' as raga 9ara9e
on iMa aJ•cp�uY a�owiTx
ALL ELECTRICAL EQt11PN.ENT DATE: Fastened per Fastener schedule. : da�a : : o z
AND WIRING SHALL BE INSTALLED t ec House Wrap oreual. : ... ..: • 1 m ^I 0. N (n
•..... ..... .............. '
INACCORDANLE WITH PART Vill-ELECTIRLAL p q N Q
THERMAL ENVELOPE SPECIFICATIONS • ❑o
OF THE NYS CODE.AMINIMUM OF 75%PF Vinyl Siding as per clients selection .• C
PERMANENTLYINSTALLEOFURURES • ............................• • y eN•J W
installed per manuf specs and NYS code. •• •
Must HAVE HIGH-EFFICACY LAMPS. CEILING INSULATION:FLAT.R-30 BATT p p - •_ ixa Ofcxif156E1t- • _ _ •• Z >ua Q
VAULTED:R-30C BATT Cont.load path strapping installed in accordance (2)ANCHORBOLTS : y'°•'• • •'• SEE OEi.ON DWG2 ° ° • • °• ' W U
MECHANICAL NOTE: ABOVE-GRADE EXTERIOR WALL: with drawings.Provide Fire Blocking in accordance IN EACH CS-PORTAL •........ ............................ $ •.. of (1)
THE MECHANICAL SYSTEMS SHALL R-19 BATT IN 2X6 WOOD STUDS FRAME WALL ABOVE u
BE INSTALLED INACCORDANLE WITH ABOVE GRADE GARAGE WALL:R-15 BATT IN 2x4 WOOD STUDS With R302.11&R302.11.1 and SECTION-BEE l - l DECK wTEMLHOLO l5
PART V B VI OF THE RC OF NYS. FRAME FLOOR INSULATION:R-30 BATT Draftstopping per R302.12&R302.12.1 DETAILS ON PG2 lm 6'-0' q SIMPSON DTT2Z w/
ALL MECHANICALSIONG PERACCA S' ,y-
1".X 1-W.SOS RENTS
NUAL
CACULATEBASEDONLOADS WINDOWSIR CO ERIACC:50.30,SHGC:50.30 1 ur SEEDETWITIHIN2d•OFw END z
DUCT COED PNCE WITH
MANUAL
ATTIC STAIR coVER/AccESS TYPICAL FLOOR CONSTRUCTION 1rSOOFKFOOT•RPER 5' SEEDETAILS OND G2 Iy
DECK FOOTING PER TABLE "-� r11 Duct COMPLIANCE WITH MANUAL'D' HATCH:COVER 2 R-13 FOAM BOARD OR EQUIVALENT 314°Plywood Span Rated$Ubt100r, RSB7.3.1 FOR DECKS 2-2X8 P.T.GIRDER
R303.4 MECHANICAL VENTILATION. MECHANICAL SPECIFICATIONS Glued and Nailed in SEE DETAIL ON DWG-2
DWELLING UNIT SHALL BE PROVIDED accordance with the fastener schedule. �..1
WITHWHOLE HOUSE MECHANICAL 0-4
Floor Dist.and Brid as er Code. W
VIE (LATIONIMACCORDANCEwITH HEATING SPECIFICATIONS:292% In
) g g pAFUE FURNACES z-0• Bw- z-0-
SECTION M1507.3 COOLING SPECIFICATIONS:2:13 SEER AC EQUIPMENT
WATER HEATING:FIRED WATER HEATER TYPICAL FOUNDATION CONSTRUCTION 1z•-0- tz-0- s'-to• 1r-0•
MECHANICAL VENTILATION: in accordance with chapter 4 W rn
MECHANICAL VENTILATION t 150 CFM-MUST USE B'HARD PIPE•^ E-(
PANASONIC WHISPERGREEN BATH FAN MODEL#FV-0511VKS2 3000 psi Air Entrained cast-in-place concrete a2'-10• 0..^.
wall on cast-in-place Concrete Wall Footing per U E
OTHER SPECIFICATIONS R403.refer to Foundation Plan for footing size& L7 W >' $
thickness.Concrete Horizontal and Vertical z
INFILTRATION(BLOWER DOOR):s 3AIR CHANGES PER HOUR Reinforcement per Chapter 4.&gen note#6. FNN I�-4¢ 4`7 v1 t4
DUCT LEAKAGE:54%LEAKAGE FOR DUCTS OUTSIDE OF THERMAL ENVELOPE W F•rI C,>rn Ua
LIGHTING:100%HIGH EFFICIENCY LIGHTING(CFUS OR LED'S) Damproofing per R406.2-2x6 approved W F4.�a r•1.n
treated Sill Plates,Sill Seal And Termite shield per TYPICAL FOUNDATION HEIGHT PER TABLE R404 4-0'FDN WALL HEIGHT o
APPLIANCES:ALLAPPLIANCES MUST BE ENERGY STAR CERTIFIED. D v oD°O
Section R31 B.Anchor bolts per Foundation Plan 9'-0"High Foundation Wall In accordance with chapter 4. FOUNDATION PLAN L)= a N u
R403.6 MECHANICAL VENTILATION SHALL BE PROVIDED THAT and R403.1.6 BASED ON TABLE R404.1.2(8)group 1 soils. SCALE:1/4"=1'-O° 0
MEETS THE REOUIREMENTS OF SECTION Ml 507 b� £R,^097jC�
R403.7 HEATING AND COOLING EQUIPMENT SHALL BE INTERIOR WALL FINISH VERTICAL REBAR: TYFICA1MSPAOINGCOILT�T2300.EMBEDMENT OF T'WITH �a�Qo -h��i mitt O
Provide 1l2°Gypsum Wall Board on ceilings A. Maximum backfill Height 8 feet:useHOLDT} U
SIZED IN ACCORDANCE WITH ACCA MANUAL)BYA YP 9 9 @ NUT&MAX UM SPACING:
WASHER 2@ 7T PERPwEDMENT7A TTH
CERTIFIED THIRD PARTY RATER. and walls except basement walls&Gigs-unless 8"poured concrete wall on 16"x B•Concrete wall footing, ONE BOLT-I2•MAX AMC 3112•MIN OFF ENDS OF PLATES.
noted. Min 112"Moisture Resistant Wall Board on WALLS:#5 Rebam vertical @ 41•on center max. 1.Walh 2d I pnea mlal Ia,9m a shpnerlmn wry oeaelbmae wan a- " ,t
Ceiling and all walls in Bathrooms(humid areas) panels anan ba earmpredmmefountladon w,m nd Lewer manage anma ban )� .+.
locoed t,hom-mid of me plate section and Man II,anactintl d III 'r' ••'8D'70 - •t`.
and 5/8"cement board on walls and ceilings in wet areas. HORIZONTAL REBAR: bredwas panels I-inaasshown in III-9ofTabm Rfioz3(11.(Faatening SN dnla) f eO.e OQ'
Provide 5/8•Fire Rated gypsum wall Board on walls B. Greater than 8 foot Wall Height:One#4 bar within 12 inches of the top of NEW
2.Connection of wall..l2 Maf.toial@ngmor slmdercmnet5ng
4
and ceiling located as per code,manufacturers wall and One 94 bar near the third points in the wall story. mraemmaee wall panak m ma mumamn Ydman anmp,beta none m pamuma.
as rne,.-an ahan ba awmad m adia�ed brad wall panala at ralnare aho•w,in
requirements and drawings. Dam 9 of Tabla 116033(i).(Faalemng Sohedute) 7 _
11.
GUARD RAIL NOTE:
VENTS: Pm .W-Iismmtsed 11- CODE COMPLIANCE STATEMENTS:
P3103.1 ROOF 10N wdaces bmfed mare Nan 30 md,n
ROOF L d'Vm OPEN ME PIPESES SH SHALL Above Bra Ooarorgrede belmv rJtall
� EXTEND MINIMUM fi'ABOVE nawaratn,y nmlov Noe 36 tnmea 1. The windows selected for this project shall meet
TIIEROOFOR6'ABOVETHE mIvigm.R-i awn .Top raps and Thee egress requirements of R310.
ANTICIPATEDSNOWACCUMULATION...........
BalusteSdMedlommllsNatere 9
r NO MORETHAN a INCHESARART. 2. All windows shall meet Section R308 Glazing and
T •• P31032 FROST CLOSURE: EXCEPT:the lrainguler 0penmgs f,r ,I
__ WHERE THE975%VALUEFOR bylnerwI.Ondwdben°mrae Afdre R308.4 Hazardous locations.
T :3- OUT--SIDE DESIGN7EMP ISO DEG Guam rzg,rt Ne open side ofa stairway 3. Windows were required shall meet the Window Fall
OR LESS.VENTEXTENSIONTHROUGH 6bG,spllem cannot)suchas¢�a rotectionre requirement R312.2. W Z
:1 trz' ltrz' ;i tlT.1 TIT :11?: Iin t1rz': AROOFORWALLSRALL NOTBELESS pass Nmu P q O
THAN 7 IN DIAMETER.ANY INcaEASE 4. Bathroom windows shall meet the hazardous
INSOoEOFTHEVENTSHALLBEMADE openaiaesplataimwiNamlaldsAor glazing requirements as erR308.4 V
T Y NOT LESS THE I FOOT INSIDE THE more than 301nches show NeOoa or 9 9P Z Y
THERMAL ENVELOPE OF THE BUILDING. gmde ow-swill have guams net less 5. Stairs,landings,railings&guards shall comply
2 ND FL. p- win 34 lnd,es In heignr mea: d with R311 8 R312 W Q
w,fir ynom-rasingofthe treads.
r 3• 3' T T Of
6. Outside lighting shall comply with RE 3803.3 0
7. Stairway illumination shall comply with R303.67 CO
STAIR HANDRAIL NOTE: F
i., and R303.8 W
3'
T........... •.- Pmxme HandnIi] aIbast We 8. Fireblocking shall comply with R302.11 thru R302.11.2 Q
pf earl,mndnupua mn of"'W"m Rgm W
' wOn FOUR OR MORE RISERS. 9. Draftstopping shall conform to R302.12 thru R3O2.12.1 W
HaMrail Heigm meaaArm show 10.Flame spread and smoke-developed index for walls Z
.1 1rz' 3' ;1 1m:11/T stair Veetl noting,swill ml be less Nan
DW wM 34mchesand�tmpm Nan30in... and ceilingsshall compywith R302.9thru R302.9.4 0 W 0
All HarMratls shall be-linuws the MI
'T I 11.Flame spread and smoke�evelOpedindex for
e tndNastavfromapm,tdirepty F J
1 ST FL. daNaebpb��e reI b� nL insulation shall compy with R302.10 thru R302.10.5 O
y T g 11. Recessed lighting fixtures rated for
HaMmOsa W1 toawd0 sna0 nave Q=
4 Fa ? cemee�u» wNan nmez membre Stopp nga s perASll TM EASTM E119 0 F
3. 3- Io INCwtlefinemeplions.Refmb and ForeStoppingasom lyWi E814orUL1479 lj.j=
IRC Code br g,ip size sperif bans 12. Exterior Decks shall comply with R507. F
FO
0 LU(n
4- W J LL
To a New Suffolk County Lots containing up to 20,000 square feet of lot area:2,100 square feet plus 12.5%of the (n --I 0
Approved Sanitary System PLUMBING RISER DIAGRAM lot area in excess of 10,000 square feet up to a total of 3,350 square feet maximum. 0 (Z
Not to Scale QN/ O
1.PI PING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 LLrs (M 0
2.PIPING MATERIALSAND FITTINOS FOR WATER SUPPLY.WASTEAND VENTS LL �.
MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31
ROOF PLAN
SCALE:3/164=1'-0" ATTIC MM GAB FURNACE UNIT qy-tp w
Minimum Cl ea.. to Combustible Materiels
P°sinen Sbes Ram Front Bono. Flue Top 4
upfl- 0' 0' 3- C 0- 1' °L`?c a
Ho,t,.,,1 6' W 3- C 0' fi• a 5 d 9e9'2 0 %p�
C=lfpacetlon mmbustiblI,fboc the fiver MUST Ww1 ONLY. WOODSTEPSANOLANDING SaL € Lc
TO GRADE HANDRAIL& k c� °8�1 9 t
30'-10' GUARORAILAS REOUIREO 8 8 Q r.e°.
BY CODE 9a`oa _ LO
2-`-
at
$SMo _acA 3p
- - - - - - - - - - �G SS_. - - - -
F TN3066 - - - - - - - - - - iVlJOe6 D VENT CLOTHES DRYER
C AC TERDANCEWmI
CHAPTER 15-CLOTHES
2.2w8 2-2aB I DRYERS EXHAUST. TW30210 2
c�'E- w88L
/sad• tD•a• -0• n•aX• I _ slrz•As-1rz-LVL� z-zA10 --- I`8 m A o E m E_._a o
2-2a10
I Rm I 3FT D
Iry 4 ® ®® N
BEDROOM p4 BEDROOM A2 m 4 I e 1
I2�2 a-CLG HT a-0'CLG IR _19 I ^ •-0. I I I I
F B' CLG HT H • TJi a
z3 FAMILY KITCHEN
I o N wD I I ry p• ROOM Y c 9'-0'CLG HT O
I ® n II \• QI a-0'CLG HT pI Q I ^ IO ^ 17
OO I ATTICSNSULATE ® T-0' 1 v �•
ATTIC.VID22ER rvI ryl ry I / Iry
T4' Z-0' ZS' SECT.11023A WOOD
I SEE DET ON OWG3 �
VAI&& O
cxoLG 5'9'HEIGHT OF KNEE WALL 6-0'CLG HT
all?RIDGE
-y-_
CLG HT I I I I ON
' 4 R R312.2 WINDOW FALL PROTECTION NOTE: 1
I I
m m
--Inveprctn swAv 4 Y.E. T-0' •' LIN• n I 1 ,' m
' �CLH m ® TOP OF THE WINDOW SILL SHALL N e:d (3)t-3,4•x16-LVL FLUSH 3-1.3/4'v&1/4'LVL FLUBH fi
-45'/,' 22a6 3•/,' 3'/,' (--=--• ^ fan I BE A MINIMUM OF 24'ABOVE THE FINISHED
- - wpm 1 t q -- - -----------------
acxr.rr _ °t z r-0• I FLOOR AND GREATER THAN 72'ABOVE THE aT1Oa
Lx%7cSaPQ4- , - - - FLUSH RIDGE I - - -- I FINISHED GRADE OR OTHER SURFACES - --------------------------------vim - Ow
• 3'/.' 11'-10X' 15'-0' B'-10'/,' T4W
q 4 •f BELOW ON THE EXTERIOR SIDE OF THE
a
S /' I BUILDING.SHALL COMPLY AS FOLLOWS: ____________________________ah Ara o y
/ I / T (2)1-Y4k941,7%M_ 1 _2tl0 FLOOR JOISTSs ICAc.
O I 8 x a•-T• I -B• I R312.2.2 WINDOW OPENING CONTROL DEVICES: 1 D o Q
s9'HEIGHTOFKNEEWAL. I S' 1ka I I WINDOW OPENING CONTROL DEVICE SHALL - Of�Rh(3e-------- 1 � WtV
COMPLY WITH ASTM F 2000.THE OPENING -Dwaw7IC GARAGE W aJ
I o I I m I DEVICE AFTER OPERATION TO RELEASE THE SEPARATION IN 1 Z 7 to Q
• '�'\ I -r - -� DEVICE SHALLALLOW THE WINDOW TO TABACCORDANCE WITH 1 ' w O
I \ I SEE DWG0I 1 ixacrPsuM�� K r rn
ZS INGJ ST5.16o FULLY OPEN TO MEET THE CLEAR OPENING SEEDVJEIMA-L AaL5 P 3
z5 /2.COLLAR TIES®40'ac\ I AS REQUIRE TO MEET EGRESS R310.2.1 m INSUUITE WALLS 1 s�
I ! -o COMMON WITH LIVING 1 j
` I " /BEDROOM p3 I \4 I AREA. 1 LIVING r 21.10- C/1
( aEDRDDM p1 \ I e I 9'-0•cLC HT ' ROOM/�\ DING
I 10'-0'TRAV CLG IQ / I PROVIDE:HEAT 1 I� d, ROOM
o WINDOWS,EXTERIOR FRENCH 8 SLIDING DRS 5-0'CLG I^ ., M 1��(
t--- +--- •\ \1 I e / pI \ I Plans indicates ANDERSEN series 400'Slit Wash DETECTOR PER R314.2.� i 9•-0•cLC Hr rh
} Model Numbers and shall be In accordance with R609
To be designed&installed as par manufacturers 2-2Al2
specification for 130 ultimate design wind speed
' - - - - - T.-IT Tw1b32 and Table 301.2(2),301.2(3) I x
z-2ato 7 Provide HP LOW-E4 glass;U=.30,SHGC=.30 96%96-COUMRY3PANEL 3-2at0 4 32A1
EGRESS:shall meet R 310 WOOD
TYJ3Deto-2 I I 1w3cp1D2 WINDOW FALL PROTECTION:Shall meet R312.2 TVFJ6ptg3 FRAME W XN
Substitutions made upon meeting Code. ST.- TW3g 10.2 �t a P
JIB
See page one,general notes for additional R �I
Code requirements. U
2-2z0 1.7
F} 0.
OSmoke DetectorRICT
_ Carbon Monoxide Detector COMP
O Refer to DWG-1 General Notes POST
In accordance with Section 915 of the
3'-5- 6'-0- 6•-0- 2020 IF0,R314,R315 of the Residential
1T-0' 6'-10- lz' Code of NYS 2-0' B'-0 2-0 6'-0• Q 3
30'-10' MY1916.].3 Rasidenlul Buildings arW Lommamiel Buildngs 42•-10' (.D
WiN en Albtl,ed Motm Vehige Remtatl Orsupanry
9'PLATE HEIGHT C,,o monsme d, bn scan be inII-dma mnamm orherr ise appmwd AREA SCHEDULE 9'PLATE HEIGHT
AREA SCHEDULE bmBon in eaN omvpiable space in mmm I bun a.nd Comm 1Oket or NAME ARFn 1ST FLOOR PLAN LOT AREA =10.5%100 =t0,W0.0050.FT. 3�v G
2ND FLOOR PLAN B.enlmnm 1p Meepbg areas and sbepbg Arwmresiaen5al lMtmbgs UPTO20,000SF=2100X12.5%OFSDOSF •/4 -v^■
NAME AREA entl mtnmertsal buiM GR0551ST FLOORAREA 121B.0 saM1 SCALE:1/4•=V-0• 1a• ^
bgs ihaY =62.550.FT..2100 SO FT.
SCALE:1l4•=1'-0" SECONDFLOORAREA 942.7 sqR FIRE BLOCKINGSHALL BE INSTALLED -2162.5 SO FT. i'-4„ y;J•
2ND FLOORAREAINCLUDES STAIRWELL 1.Have a¢a,nnunioting opening wiN an..-d,mtorwniw rebstl oavpanry TOTAL FLOORAREA 2161.5 sgM1 INACCORDANCE Wmi R3p2.11 I y»�,�_„J cf•a
SECOND FLOORMEA 9a2.7 aq M1 2.Bnare one m mom Common walls WIN en awcwtl motor vahade resat tl aecupanry m LOT COVERAGE:=10.500 SO FT X 20%=210050 FT -,
3.Are lorabO ono Mory eSAwmbelowemol°r vehicle mWtetl oaMpanry. TMRURML112MDDRAFTSTOPPING PROPOSED LOT COVERAGE =126550 FT
TOTAL GROSS FLOORAREfo 2162 s,,.M1 PER R302.12 THRU R302.12.1
ALLOWABLESOFT 2162s,.O.
1�
O
CONT.RIDGE VENT
TOP OF ROOF TOP OF ROOF
CONT.RIDGE VEM
,2 12
ASPHALT SHINGLES y T
W z
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w c<
COW.RIDGE VENT - — — TOP OF RATE 0 G O—_TOPDF PLATE ----
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ASPHALTSHINGLES
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—_—_—r —_— _—TOP OPAE O
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TOP OF FOUNDATION PERINI _—_— —__ p� � 1qI TOP OF FOUNDATION g. 5 e y q 5--- ® 6�9 —_— s I a5$mm m
It 0
85�� eg�3B
WOOD STEPS AND LANDING �ocss'B 8_ Ro`o
TOGRADE.HANDRAIL& I -11.B E-1-Suirwey Illumination I I I I 3^` "n QCES°y
GUARORAILAS REQUIRED I uh,w-imays shall be H—i,,e with aNfiaal light sour®I I WIND WELLv I I s s&
BV CODE braleeat the WPl_.gPla s'aimay.Exleeors,aim-ays _ ryp,
I I Ro IN,a�ssmabaeemeat lmm-w—gretla I I I I mod `a i?_bsom
bvel Wan be Provleee mVl an akfitlal light saw[e I.—If B elee�. RIGHT ELEVATION
I I at me mnom w Ine s+�way. I Pier Faat'otg I I 15` 5
3c bebw
Gmea MWvnwn 11 1 11 .�a t m �p H H,
SCALE: 1/4 = 1 —0 I I MMa N!I I I I I I � ��
9—
'OF FOOTING TCPOFFOOTING n o m L - - - - - - -- -- - _ _ _'� - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ - - -=T-l:r- - -
REAR ELEVATION
SCALE: 1/4"= 1'-0" — — _ — CONT.RIDGE VEM —
TOP OF ROOF TOP OF ROOF
COW.RIDGE VENT
MPHALTSHINGLES
12
TD ,4T
2 12 2 2
,=D ,2 ,2D a,2
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TOP OF PLATE
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oTOPOFSUL FLOOR m En
TOP OF PLATE
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ry
v
WOOD STEPS AND LANDING m ® n rA
TO GRADE.HANORAILB L N
GU RORAILASSipV11 ED
BY CODE L)O.
III IIII�II411IIr�I�IJI1t3IIIlIII ti W EE!7' O
TOP OF SUBFLOOR -TOP OFSUBFLCOFI L� �1 ¢'Z p
--I4PQFF,gS1dQA➢DN— _
r TOP OF FOUNDATION
—_ --_—_— U AD
ul I > C 0� x;aN
I fxQ�3�z
;1'7 LEFT ELEVATION I I
I I gI BmPea
BFoCng fi
SCALE: 1/4"= 1—OR 33 Gaee M—
r ° I
a / ?
Q
FRONT ELEVATION
n n l
I I SCA E: _ - I
TQPOF FOOTINP,—_ _ _ _ _ _ _ _ _ _ _ _ _ TOPOFFOOTI-
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NOV - 6 2024
t3ullding Department
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Bunch, Connie
From: Brian August <easterndesigninc234@gmail.com>
Sent: Wednesday, November 6, 2024 9:05 AM
To: Bunch, Connie
Subject: pics of Rebar
Attachments: IMG_20241106_090225jpg; IMG_20241106_090230jpg; IMG_20241106_090235jpg;
IMG_20241106_090240jpg; IMG_20241106_090245 jpg; IMG_20241106_090254 jpg;
IMG_20241106_090300jpg; IMG_20241106_090309jpg; IMG_20241106_090304jpg;
IMG_20241106_090314jpg
1900 Gillette Dr East Marion
ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders
or unexpected emails.
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