HomeMy WebLinkAbout48313-Z ao�0 cp$ Town of Southold 7/6/2023
P.O.Box 1179
o _ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44253 Date: 7/6/2023
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 350 Arshamomaque Ave, Southold
SCTM#: 473889 Sec/Block/Lot: 66.-2-52
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/4/2022 pursuant to which Building Permit No. 48313 dated 9/21/2022
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:
One family dwelling with attached two-car garage, covered front porch,rear landing, and unfinished basemnt, as
applied for
The certificate is issued to Nickles,Kathleen
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1242 6/20/2023
ELECTRICAL CERTIFICATE NO. 48313 04/19/2023
PLUMBERS CERTIFICATION DATED 05/25/2023 ul Rupp
u or' a Signature
fSOFFac,� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
C, x TOWN CLERKS OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 48313 Date: 9/21/2022
Permission is hereby granted to:
Nickles, Kathleen
PO BOX 56
Southold, NY 11971
To: constuct single-family .dwelling as applied for per SCHD approval.
At premises located at:
350 Arshamomague Ave, Southold
SCTM # 473889
Sec/Block/Lot# 66.-2-52
Pursuant to application dated 8/4/2022 and approved by the Building Inspector.
To expire on 3/22/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,890.00
CO-NEW DWELLING $50.00
Total: $1,940.00
Building Inspector
of soUryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 , aQ sean.devlin(.5-town.southold.ny.us
Southold,NY 11971-0959 COU�'��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Kathleen Nickles
Address: 350 Arshamomaque Ave city:Southold st: NY zip: 11971
Building Permit#: 48313 Section: 66 Block: 2 Lot: 52
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Neubauer Electric License No: 3867ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 51 Ceiling Fixtures 12 Bath Exhaust Fan 4
Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 12 Smoke Detectors 4
Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 35 CO2 Detectors
Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 3
Transfer Switch UC Lights 14' Dryer Recpt 30A Emergency Strobe Heat Detectors
Disconnect LEI Switches 55 4'LED Exit Fixtures 11 Septic Disconnect 1
Other Equipment: Fridge, Oven, DW, Micro, Hood, Mini Fridge, W/D, 200A Panel 40 Circuit/ 30 Used
Notes: New Two Story House
Inspector Signature: Date: April 19, 2023
S. Devlin-Cert Electrical Compliance Form
.� rdf SO(/lgo
Town Hall Annex Telephone(631)765-1802
,1L
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ® a�
Southold,NY 11971-0959 O
BUILDING DEPARTMENT `S
TOWN OF SOUTHOLD
MAY 2 5 2023
T, ;
CERTIFICATION
Date:N aN
Building Permit No. LJ CPz 3
Owner: w 14 -�twl S �—
(Please print)
Plumber
(Pleas �rint)
I certify that the solder used in the water supply system contains Iess than 2110 of 1%
lead.
(Plumbers i tune)
Sworn to before me this _
day of 20 (713
N 'N County
Dina Andriello
NOTARY PUBLIC,STATE OF NEW YORK
Registration No.61 AN6364554
Qualified in Nassau County
Commission Expires 11/1917.015
U U 3 f OF SOUI,Solo
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycou631-765-1802
INSPEC ON
[ F NDATION 1ST [ ROUGH PLBG.
[ F NDATION 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 [ ] R TAL
REMARKS:
fm-pit, io� Sh� ",ortl�:z
�D*71�
DATE 1 /106O INSPECTOR
OF 50(/T�°�
# # TOWN OF SOUTHOLD BUILDING DEPT. U
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
�CELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
.;
4
DATE INSPECTOR
OE SOUIyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] UGH PLBG.
[ ] FOUNDATION 2ND [ IN SULATION/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:
00-1 �-
Ok All,
u ,�l
. wl •
DATE INSPECTOR
OE SOUIyOSO Arx""Q ------ -
Lf;� l3 3
# TOWN OF SOUTHOLD BUILDING DEPT.
courm��'' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] 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 [ ]JJ C�PRE C/O [ ] RENTAL
REMARKS:
DATE Ll f 101 f Z INSPECTOR
�F SOUI,�,°�
TOWN OF SOUTHOLD BUILDING DEPT.
courm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] ULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL gt>
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: o lh.� �� o"` � p icS4
) c �7jv� cw�
61—
DATE INSPECTOR
ACCA Manual DJS
HVAC Load Calculations
for
Residence
350 Arshamomaque Ave
Southold, NY
Elm A�
WE
M,J
"VACRr4sil? monAL
HVAC LoAos
Prepared By:
Matt Wahl
Energy Rating Service Inc
Islip Terrace, NY 11752
631-566-8439
Thursday,June 2,2022
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D.
Rhvac-Residential'&Light Commercial•HVAC:Loads Elite Software Development;Inc:,
Energy Rating Service ACCAManualDJS
Isli Terrace,NY 11752 ..; Pa a 2,
Pro"ect Report
General Pro ect Information.
Project Title: ACCA Manual DJS
Project Date: 02/15/2021
Client Name: Residence
Client Address: 350 Arshamomaque Ave
Client City: Southold, NY
Company Name: Energy Rating Service Inc
Company Representative: Matt Wahl
Company City: Islip Terrace, NY 11752
Company Phone: 631-566-8439
---- ------
Design Data
Reference City: Suffolk County AFB, New York
Building Orientation: Front door faces South
Daily Temperature Range: Medium
Latitude: 40 Degrees
Elevation: 67 ft.
Altitude Factor: 0.998
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: 10 9 n/a n/a 70 n/a
Summer: 83 71 56% 50% 75 30
Check Figures
Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.590
Square ft. of Room Area: 2,373 Square ft. Per Ton: 874
Volume(W): 20,092
Wilding Loads
Total Heating Required Including Ventilation Air: 34,138 Btuh 34.138 MBH
Total Sensible Gain: 28,165 Btuh 86 %
Total Latent Gain: 4,421 Btuh 14 %
Total Cooling Required Including Ventilation Air: 32,586 Btuh 2.72 Tons (Based On Sensible+ Latent)
Notes I -
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
E:\...\350 Arshamomaque Ave_06022022 ACCA Manual DJS.rh9 Thursday,June 2, 2022, 9:53 AM
Rh"vac Residential.&:Lidht_Commercial:
Rh'vac-Residential&Light:Commerdial HVAC Loads Elite.Software Development,Inc.,
Energy Rating Service ACCAM1Manual DJS
Isli Terrace,'NY;11752 Pa e 4
Load Preview Ro ort
Ne Sen L Ne Sen Ht� CI Ac Duc
Scope Tor ft.1To Are Gal Gai Gai Loss g g Size
�_ � �^CFM CFM CFM
Building 2.72 874 2,373 28,165 4,421 32,586 34,138 1,400 1,400 1,400
System 1 0.97 1,304 1264 11,04E 583 11,62E 11,59E 600 600 600 9x1
Ventilation 53 307 360 395 15 15 15
HW Piping 272
Zone 1 1,264 10,990 276 11,266 10,929 600. 600 600 9x1
3-Master Bedroom 479 3282 124 3,406 4,872 267 179' 179 2--6
4-Bedroom Back Right 243 2,332 63, 2,395 2,235 123 127 127 2--4
5-Bedroom Front Right 248 . 2,325 58 2,383 2,136 117 127 127 2
6-2nd Floor Hallway,Bath 293 3,051 31 3,082 1,686 93 167; 167 2-6
System 2 1.75 635 1,109 17,122 3,838 20,961 22,542 800 800; 800 10x1
Ventilation 263 1,535 1,799 11975 75 75 75
Supply Duct Latent 528 528
ReUrn Duct 692 92 784 784
HW Piping 1,361
Zone 1 1,109 16,167 1,683 17,850 18,421 800 800 800. 10x1
1-Bedroom,Bath 274 3,101 0 3,101 5,171 225 153 153 2-6
2-Dining,Kitchen,Living 835 13,066 1,683 14,749 13,250 575 647, 647 6--6
E:\...\350 Arshamomaque Ave_06022022 ACCA Manual DJS.rh9 Thursday,June 2, 2022, 9:53 AM
Rhvac-'Residential'&Light Comrnercial,HVAC Loads Elite Software Development,Inc.
Energy Rating Service: ACCA.Manual DJS
Illi Terrace,NY 11752 . ,.. :,,, ; . 'Page 5
Duct Size Preview
Room or Source Minimu Maximu Rough Desig SP_ Duc Duc Htg Cig Act. Duct Reg
Duct Name JJJ Velocit Velocity Fact L/10 Loss Velocity Lengt Flow Flow Flow Size Size
System 1
Supply Runouts
Zone 1
3-Master Bedroom Built-In 450 750 0.01 0.1 456.3 267 17I 179 2-6
4-Bedroom Back Right Built-In 450 750 0.01 0.1 729.6 123§021 127 2-4
5-Bedroom Frau Right Built-In 450 750 0.01_ 0.1 727.3 117 12 I 127 2-4
6-2nd Floor Hallway,Bath Built-In 450 750 0.01 0.1 424.1 93M6 I 167 2--6
Other Ducts In System 1
Supply Main Trunk Built-In 650 900 0.003 0.1 685.7 600 jMI 600 9x14
System 2
Supply Runouts
Zone 1
1-Bedroom,Bath Built-In 450 750 0.01 0.1 390.8 225MMI 153 2--6
2-Dining,Kitchen,Living Built-In 450 750 0.01 0.1 548.8 575 64•I 647 6-6
Other Ducts In System 2
supply Main Trunk Built-In 650 900 0.003 0.1 768 8001801 800 1 0x1 5
Summary
System 1
Heating Flow: 600
Cooling Flow: 600
System 2
Heating Flow: 800
Cooling Flow: 800
E:\...\350 Arshamomaque Ave_06022022 ACCA Manual DJS.rh9 Thursday,June 2, 2022, 9:53 AM
Rhvac'-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Energy Rating Service, ®N ACCA.Manual.DJS
Isli Terrace,NY',11752: r - Page 6
....
Tabular Manual D Ductsize Grid
Ducts ! Room(s) FFeeds Fiow,Diam,WidjHei;Vell
Zones
B �350Arshamomaque
,JAve_06022022ACCAManual, It a y p
DJS
B a ACCA Manual DJS € i
0 TdpSystem 2-1st Floor
n 2-1._.__
Return I ? ! I
E:\...\350 Arshamomaque Ave_06022022 ACCA Manual DJS.rh9 Thursday,June 2, 2022, 9:53 AM
Rhvac-Residential&Light Commercial MAO Loads Elite Software Development,Inc.
Energy Rating.Service ACCA Manual`DJS
Isli -Terrace,
Y.11759 Pa e 7
Total Building Summary Loads
Area Sen.' Lat - Sen Total
P
Descri tion Quari' ° Loss, Gain Gain Gain
U:0.30, SHGC:0.30: Glazing-U:0.30, SHGC:0.30, U-value 275.8 4,964 0 4,413 4,413
0.3, SHGC 0.3
11 F: Door-Wood-Solid Core With Metal Storm, U-value 21 353 0 112 112
0.28
12D-3sw:Wall-Frame, R-15 insulation in 2 x 4 stud 1920.6 8,179 0 1,131 1,131
cavity, R-3 board insulation, siding finish, wood
studs, U-value 0.071
12D-Osw: Part-Frame, R-15 insulation in 2 x 4 stud 268.7 23 0 23 23
cavity, no board insulation, siding finish,wood studs,
U-value 0.086
16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 1329.9 2,075 0 1,487 1,487
Floor(also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-38 insulation, U-value 0.026
20P-30: Floor-Over open crawl space or garage, Passive, 1329.9 2,794 0 140 140
R-30 blanket insulation, any cover,-U-value 0.035 -
Subtotals for structure: 18,388 0 7,306 7,306
People: 5 1,000 1,150 2,150
Equipment: 683 11,990 12,673
Lighting: 120 409 409
Ductwork: 10,083 620 4,990 5,610
Infiltration:Winter CFM:25, Summer CFM: 13 1,664 276 118 394
Ventilation:Winter CFM: 90, Summer CFM: 90 2,370 1,842 316 2,158
Exhaust:Winter CFM:50, Summer CFM:50
Hot Water Piping, 90 ft. Total: 1,633 0 0 0
AED Excursion:
-- - - -- - ---- -- - -- ----0..._....1,886.___ _ 1,886_
------ - -- - ---- -- -----
Total Building Load Totals: 34,138 4,421 28,165 32,586
Check Figures
Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.590
Square ft. of Room Area: 2,373 Square ft. Per Ton: 874
Volume(W): 20,092
FbUll-ding Loads _
Total Heating Required Including Ventilation Air: 34,138 Btuh 34.138 MBH
Total Sensible Gain: 28,165 Btuh 86 %
Total Latent Gain: 4,421 Btuh 14 %
Total Cooling Required Including Ventilation Air: 32,586 Btuh 2.72 Tons (Based On Sensible+Latent)
Notes _.
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
E:\...\350 Arshamomaque Ave_06022022 ACCA Manual DJS.rh9 Thursday,June 2, 2022, 9:53 AM
Rhvaa-.Residential&;Light Commercial HVAC Loads Elite Software-Development,Inc.
Energy Rating,Service
, '.ACCA Manual DJS:
Isli Terrace;:NY'1 T75' Pa a 8.
Equipment Data - System 1 - 2nd Floor
Cooling
System Type: Standard Air Conditioner
Outdoor Model: RA1318AJ1
Indoor Model: RH1T1817STAN
Outdoor Manufacturer: RHEEM
Indoor Manufacturer: RHEEM
Capacity: 18,000
Efficiency: 14.5 SEER
Heating
System Type: Fuel Oil Boiler
Model: WV-DV-03-075
Tradename: PEERLESS
Manufacturer: PEERLESS
Comment: Hot Water Coil in Air Handler
Capacity: 92,000
Efficiency: 86.7 AFUE
This system's equipment was selected in accordance with ACCA Manual S.
Manual S equipment sizing data: SODB:83F, SOWB:71F, WODB: 10F, SIDB: 75F, SIRH:50%,WIDB:70F, Sen. gain:
11,043 Btuh, Lat.gain:583 Btuh, Sen. loss: 11,596 Btuh, Entering clg. coil DB: 75.2F, Entering clg. coil WB:62.7F,
Entering htg.coil DB: 69.417, Clg. coil TD:20F, Htg. coil TD:70F, Req. clg. airflow:501 CFM, Req. htg. airflow: 146 CFM
E:\...\350 Arshamomaque Ave_06022022 ACCA Manual DJS.rh9 Thursday,June 2, 2022, 9:53 AM
Rhvac-Residential&Light Commergial HVAC Loads Elite Software Development,Inc.
Energy Rating Service ACCA Manual WSIsli 7errace,,NY 11752
Pa e9
E ui meet Data System 2 1st Floor
Cooling
System Type: Standard Air Conditioner
Outdoor Model: RA1324AJ1
Indoor Model: RH-IT2417STAN
Outdoor Manufacturer: RHEEM
Indoor Manufacturer: RHEEM
Capacity: 24,000
Efficiency: 14.5 SEER
Heating
System Type: Fuel Oil Boiler
Model: WV-DV-03-075
Tradename: PEERLESS
Manufacturer: PEERLESS
Comment: Hot Water Coil in Air Handler
Capacity: 92,000
Efficiency: 86.7 AFUE
This system's equipment was selected in accordance with ACCA Manual S.
Manual S equipment sizing data: SODB:83F, SOWB:71 F, WODB: 10F, SIDB: 75F, SIRH:50%, WIDB:70F, Sen. gain:
17,122 Btuh, Lat. gain:3,838 Btuh, Sen. loss:22,542 Btuh, Entering clg.coil DB: 76.5F, Entering clg.coil WB: 63.6F,
Entering htg. coil DB: 66.9F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow:737 CFM, Req. htg. airflow:258 CFM
E.\...\350 Arshamomaque Ave_06022022 ACCA Manual DJS.rh9 Thursday,June 2, 2022, 9:53 AM
Rhvac-'Residential.&,Light Commerciah,FNAC Loads.;. ' "?; ;, : Elite Software Development,Inc.:
Energy Rating Service ACCA Manual DJS
Islip Terrace,NY 11752 Pa e.10
Manual S Performance Data -
System 1 - 2nd Floor
Loads and Design:Concliti6m,,,
Cooling:
Outdoor Dry Bulb: 83 Sensible Gain: 11.043
Outdoor Wet Bulb: 71 Latent Gain: 0.583
Indoor Dry Bulb: 75 Total Gain: 11.626
Indoor RH: 50 Load SHR: 0.95
Supply Airflow: 600 Entering Dry Bulb: 75.2
Entering Wet Bulb: 62.7
Heating: - ----------- --- ----
Outdoor Dry Bulb: 10 Sensible Loss: 11.596
Indoor Dry Bulb: 70 Entering Dry Bulb: 69.4
Indoor RH: 30 Supply Airflow: 600
Equipment ment Performance'Data at System Design Conditions
This system's equipment was selected in accordance with ACCA Manual S.
Cooling:
Model Type: Standard Air Conditioner, Outdoor Model: RA1318AJ1, Indoor Model: RH1T1817STAN
Nominal Capacity: 18.000, Manufacturer: RHEEM
Entered Interpolation Data:
EDB
75:2 OF
E
WB Air Flow! ODB Total. i Power
Capacity In
OF CFM' . °F tY p ut
Sensble
MBtuh. .i kW
"S/T li.;Capacity'
i _i ` i'' MBtuh
62:7:T' 600 r"X83-181.84 0.75 13.
Interpolation Results:
Percent
Load of Load
Sensible Capacity: 13.500 11.043 122%
Latent Capacity: 4.500 0.583 772%
Total Capacity: 18.000 11.626 155%
Power Input: 1.84
Heating:
Model Type: Fuel Oil Boiler, Model:WV-DV-03-075, Nominal Capacity: 92.000, Manufacturer: PEERLESS
Results:
Percent
Load of Load
Heating Capacity: 92.000 11.596 793%
E:\...\350 Arshamomaque Ave_06022022 ACCA Manual DJS.rh9 Thursday,June 2, 2022, 9:53 AM
Rhvac-Residential&-Light Commercial HVAC'Loads Elite Software Development,lnc.
Energy Rating Service ACOA Manual DJS
Iisli Terrace,NY`11752 r
Pae 11
Manual S Performance Data - System 2 - 1 st Floor
Loadsand Design Conditions
Cooling:
Outdoor Dry Bulb: 83 Sensible Gain: 17.122
Outdoor Wet Bulb: 71 Latent Gain: 3.838
Indoor Dry Bulb: 75 Total Gain: 20.961
Indoor RH: 50 Load SHR: 0.82
Supply Airflow: 800 Entering Dry Bulb: 76.6
_.._ Entering Wet Bulb: 63.6
Heating: —--------- - — ----- -
Outdoor Dry Bulb: 10 Sensible Loss: 22.542
Indoor Dry Bulb: 70 Entering Dry Bulb: 66.9
Indoor RH: 30 Supply Airflow: 800
Equipment Performance Data at System Design Conditions
This system's equipment was selected in accordance with ACCA Manual S.
Cooling:
Model Type:Standard Air Conditioner, Outdoor Model: RA1324AJ1, Indoor Model: RH1T2417STAN
Nominal Capacity:24.000, Manufacturer: RHEEM
Entered Interpolation Data:
T1
_.... EDB .. ..
i f .Total.` r,^Power l ••':76.6°F,`
EWB Air Flow; ODB _
°F CFM '°F ; Capacity Input !�
MBtuh �+ kW ; Sensible
3 ' ;. € :SlT Capacity,:
63.6,E 800 �, 831 24 1.64 0.771 18.
Interpolation Results:
Percent
Load of Load
Sensible Capacity: 18.500 17.122 108%
Latent Capacity: 5.500 3.838 143%
Total Capacity: 24.000 20.961 115%
Power Input: 1.64
Heating:
Model Type: Fuel Oil Boiler, Model:WV-DV-03-075, Nominal Capacity: 92.000, Manufacturer: PEERLESS
Results:
Percent
Load of Load
Heating Capacity: 92.000 22.542 408%
E:\...\350 Arshamomaque Ave_06022022 ACCA Manual DJS.rh9 Thursday,June 2, 2022, 9:53 AM
North
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sizing.Duds shall be sized c
In accordance with ACCA L
Manual D based on
calculations made in ^”
�$�o
accordance with SSectionsEz a z'
R403.7 and R403.8. Z
(NYStrech Energy Code oZ
2020)
1ST FLOOR
SCALE:1/8"=1LO,-
DI0a
North
W
Q
W
dZ
O
Ln O
Bedroom Back Right O
2nd Floor Halhvay,Baii,, Master Bedroom
R403.6 Mechanical I -------
ventilation(Mandatory), ;I
The Building shall be
Provided with ventflation Bedroom Front Right
that complies with the I'
requirements of the
Residential Code of New
York State or Mechanical I, I -
Code of New York State or > k
New York City Construction a
Code,as applicable,or W
with other approved
ofmeans
venNlallon Outdoor air y
Intakes and exhausts shall W
have automaticor gravity '.I.
dampers that dose when
the ventilation system Is
not operating.
o W
Z
O
R403.3.8 Duct system H
0
a
sizing.Duds shall be sized
In accordance with ACCA N
Manual D based on ••3 v �
calculations made In P! v v •• g
� oE
accordance with 03.8. s Z F c�
R403J and R403.8.
(NYStnxh Energy Code
2020)
2ND FLOOR
SCALE:118"=1.O"
F ❑
} -7 3�3
Home Energy Rating Certificate Rating Date: 2023-06-30
Final Report Registry ID: 844583327 JUL 5 2023
Ekotrope ID: vobgBNpd
9 Index Score:
Your home's HERS score is a relative 9 350 Arshamomaqud Ave
55performance score.The lower the number, Southold,
the more energy efficient - Builder:$43 _ 5
learn more,visit www.hersindex.com *Relative to an average U.S.home Sli o Construction Corp.
Your Home's Estimated Energy Use: This home meets or exceeds the
Use[MBtul Annual Cost criteria of the following:
Heating 50.1 $1,727 2020 New York ECCC
Cooling 1.3 $74 2018 International Energy Conservation Code
Hot Water 12.0 $411
Lights/Appliances 19.3 $1,097
Service Charges $120
Generation (e.g.Solar) 0.0 $0
Total: 82.7 $3,429
IndexHome Feature Summary: Elating Completed by:
Q More Energy Home Type: Single family detached Energy Rater: Michael Fauci
rso Model: N/A
Existing Ito Community: Single and Separate RESNET ID: 8619824
Homes 130 Conditioned Floor Area: 2,403 ftz Rating Company: Energy Testing Services
120 Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716
110 631-244-2627
Reference ("i "0 Primary Heating System: Boiler•Oil•86 AFUE
Home
90 Primary Cooling System: Air Conditioner•Electric•14.5 SEER Rating Provider: Building Efficiency Resources
so Primary Water Heating: Residential Water Heater•Oil•0.79 Energy Factor PO Box 1769 Brevard,NC 28712
70 House Tightness: 858 CFM50(1.87 ACH50) 800-399-9620
J.omwec,:,
60
i 4 I Ventilation: 66 CFM•25 Watts•Exhaust Only
I""I co This Home Duct Leakage to Outside: 25 CFM @ 25Pa(1.99/100 ft)
= 30 Above Grade Walls: R-18 ,h
- 10 Ceiling: Vaulted Roof,R-30 �/r(��LGtt�
Zero Energy 10 Window Type: U-Value:0.3,SHGC:0.3 1 Y�
Home o Foundation Walls: N/A Michael Fauci,Certified Energy Rater
Q)i•31P[54'Z `m•Eo•rgy Framed Floor: R-30 Digitally signed:6/30/23 at 1:1 S PM
• •• •
_
• •1 • Disclosurefor home is availabletheApprovedRatingProvider
Energy savings calculated without modifications to the energy model.(As Modeled) This report;does not • or guarantep-
350 Arshamoma ue Ave Southoldf NY
HERSO Index Score: Date:Jun 30,2023
Registry55 HERS
Annual Estimates: Rating Company:
Electric(kWh): 6,147.5 EnergyTesting Services
Oil(Gallons): 445.3 Rating Provider:
CO2(Tons): 7 6 Building Efficiency Resources
Rating Provider Address:
Approx.Energy Cost: $3,429 PO Box 1769 Brevard,NC
28712
Home Feature Summary:
Single family detached,4
bedrooms,2,403 ft2
ISO
Existing sco Heating:86AFUE
Homes sw
Cooling:14CEnergyFac
5 SEER
uo
110 Hot Wr
Reference 300I i Oo Air Leeo 858 C �'�70 Ventilso 66 CF
I
so
ThlsHome Duet LTO:
30 25 CFM @ 251)a(1.99/100 ftp
r Above Grade Walls:R-18
I.
Zero Ener o Ceiling:Vaulted Roof,R-30
omu.esxn
Window:U:0.3•SHGC:0.3
Foundation Walls:N/A
.i..• .
. . 4.11,13189
-
350 Arshamomaque Ave
Southold, NY 11971
Builder: Sligo Construction.Corp.
Model: NIA Community: Single and Separate
THIS HOME IS CERTIFIED TO MEET THE NEW YORK
2020 ENERGY CODE
Building Features
Ceiling Vaulted Roof, R-30 Duct Supply R-8.0, Return R-8.0
Above Grade Walls R-18 Duct Leakage to Outside 25 CFM @ 25Pa (1.99/ 100 ftz)
Foundation Walls N/A Total Duct Leakage Untested
Framed Floor R-30 Heating Boiler• Oil • 86 AFUE
Slab N/A Cooling Air Conditioner• Electric• 14.5 SEER
Infiltration 858 CFM50 (1.87 ACH50) Water Heating Residential Water Heater• Oil • 0.79 Energy
Factor
Window U-Value: 0.3, SHGC: 0.3
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 Fauci Signature: 1VC(1CW fcuci,
Organization: Energy Testing Services Digitally signed: 6130/23 at 1:15 PM
Ekotrope RATER-Version 4.1.1.3189
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 liabiliq,for the information shown on this report
Energy Testing Services
2023 Combustion Safety Testing Form
Certified Home Address: 350 Arshamomaque Ave City: Southold
Builder Name: Sligo Construction Corp. Builder Tracking#
Combustion Appliance Zone (CAZ) # 1 . of Location of this CAZ: Basement
(Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters)
Date of Test: 2023-06-30 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
'1
Net Change: N/Apa. If Yes,Total CFM Simulated (explain in pores)
NOTES:
Heating System Primary: Yes 2 No a Tvpe: Furnace a Boiler❑✓ Heat Pumper Other❑
r z t Venting Type a Draft Spillage Sin llaQe CO CO
Efficiency Fuel Tvpe Circle Type) Pascal (Worst Case (Natural) (Worst Case (Natural)
Rating:86.0 N❑P❑ODE❑ NQ,v0M❑S_✓ N/A Pa. Pass❑✓ Fail❑_ PassOFail❑ N/AppM NIA PPM
Water Heater Primary• Yes R1 Type: Standard Tank ✓❑Indirect Tankless ❑ Size: 50.0 Style Common Vent
El
• No Il Instantaneous❑Commercial (See Note 5below) (Gallons) Stand Alone ✓❑
s z Venting Tvpe s Drat Spilinge Spillage(Natural) CO CO
E rcienc Fuel Type (Circle Type) (Pascal) (g orse Case) (Worse Case) (Natural)
EF: 0.79 N❑P❑O aE.❑ N❑M OS Q✓ N/A Pa. Pass❑✓ Fail❑ PassEFailEl N/A PPM N/A PPM
Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No
Oven CO PPM Ambient CO(During Oven CO Testing) a 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 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)
S 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 Fauci Rater Number: 8619824
Rater Signature- Date: 06-30-2023
Home Energy Rating Certificate Rating Date: 2022-06-02 EXE
R1sK
Projected Report Registry ID: Yraji 0eniCe
Based on Plans Ekotrope ID: ILVwmY3d
HERSO
Index • e- 9 Annual Savings
our home's HERS score is a rel I ative / Arsharnomaque Ave
Performance-score.The lower the $ 1 ,798
• . . •
56le
- efficient -
more, - • • Construction Corp
Your Home's Estimated Energy Use: This home meets or exceeds the
Use[MBtu] Annual Cost criteria of the following:
Heating 63.1 $1,164 2016 New York ECCC
Cooling 2.2 $58 2020 New York ECCC
Hot Water 12.3 $226 2018 International Energy Conservation Code
Lights/Appliances 21.0 $559 2015 International Energy Conservation Code
Service Charges $169 2012 International Energy Conservation Code
Generation(e.g.Solar) 0.0 $0 2009 International Energy Conservation Code
Total: 98.5 $2,175 2006 International Energy Conservation Code
IndexHome Feature Summary: Rating Completed by:
`A' More Energy Home Type: Single family detached
Energy Rater: Matt
,s, Model: Custom Home Wahl
Existing1220
tco Community: n(a
RESNET ID: 2572845
Homes 130 Conditioned Floor Area: 2,371 ftz Rating Company: Energy Rating Service Inc
it Nuof Bedrooms: 4 35 Tellar Dr,Islip Terrace,NY 11752
Reference Ito loo Primary Heating System: Boiler•Oil•86.7 AFUE 631-566-8439
Home . 90 Primary Cooling System: Air Conditioner•Electric•14.5 SEER
Rating Provider: Building Efficiency Resources
so Primary Water Heating: Residential water Heater•Oil•0.79 Energy Factor PO Box 1769 Brevard,PIC 28712
ro � House Tightness: 3 ACH50 800-399-9620 - o:
6o Ventilation: 86 CFM•35 Watts
O
k
Duct Leakage to Outside: 20 CFM Ca /100 ft'} ;
60 This Home L'—25Pa t 0.86
Above Grade R-18
ao "..>.
..'i
so Ceiling: Attic,R-38
Zero Energy
i SU lVindowType: U-Value: r-
Home ,! 0 Foundation(Valls: N/A Matt Wahl,Certified Energy Rater
mr�erg,
t•ssca•rgy Framed Floor: R-30 Digitally signed:6/2/22 at 10:14 AM
report0 ekot,rope Ekotrope RATER-Version.4.0.1-292-3
The Energy Rating Disclosure for this horne is available from the Approved Rating Provider
This does not • or guarantee-
Energy
New York ECCC 2020 Performance Compliance
Property Organization Inspection Status EIV t m rYeAe
350 Arshamomaque Ave Energy Rating Service Inc Results are projected
Southold, NY 11971 Matt Wahl
Model: Custom Home 631-566-8439
Community: n/a
Builder
R1206-1-350ARSHAMOMAQUE- Sligo Construction Corp
MJW
350 Arshamomaque Ave, Southold
This report is based on a proposed design and does not confirm field enforcement of design elements.
Annual Energy Cost
Design New York ECCC 2020 Performance As Designed
Heating $1,699 $1,621
Cooling $134 $119
Water Heating $387 $387
Mechanical Ventilation $34 $,54
$uLiTofalr'Used to determine.comptiance $2,254!,- $2;181
Lights&Appliances w/out Ventilation $1,032 $1,032
Onsite generation $0 $0
Total,, $3,213
R405.3 Source Energy Exception:The proposed home uses 4.04 MBtu LESS source energy than the reference home.
Requirements
405 3 Performance based Compliance passes,by;4.04'0
R402.4.1.2 Air Leakage Testing Air sealing is 3,00
ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa.
13402.5' Area'-v✓eiohted average fenestration SHGC
R402.5 Area-weighted average fenestration U-Factor
-' 13404,1 LightingEquipnlent;Efficiency:
R403.6.1 Mechanical Ventilation Efficacy
Mandatory Checklist tvjandatoiy code"regtiirements'that ate not -
checked by.EkotQe:must be:met::'
13403.6 Mechanical Ventilation Rate
v,
:
13405.2 : ;.;,:,..`Duct Insulation,
Design exceeds requirements for New York ECCC 2020 Performance compliance by 4%.
As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy cede compliance document has been created in accordance ath 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 pehnft application. If rating is Confirmed, I certify that the address referenced above has been
Inspecteditested 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� ch by a other part;.
Name: Matt Wahl Signature:
Organization: Energy Rating Service Inc Digitally signed: 6/2/22 at 10:14 AM
Ekotrope RATER-Version 4.0.1.2923
New York ECCC 2020 Performance 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,
New York ECCC 2020 UA Compliance
ENYProperty Organization Inspection Status _ iG1t J eniic`�
350 Arshamomaque Ave Energy Rating Service Inc Results are projected
Southold, NY 11971 Matt Wahl
Model: Custom Home 631-566-8439
Community: n/a
Builder
R1206-1-350ARSHAMONIAQUE- Sligo Construction Corp
MJW
350 Arshamomaque Ave, Southold
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 36.7 41.1
Above-Grade Walls 148.6 161.2
Windows, Doors and Skylights 108.4 100.3
Slab Floor: 0.0 0.0
Framed Floors 65.5 53.8
Foundation Walls 0.0 0.0
Rim Joists 7.1 6.4
Overall UA(Design must be equal or lower): 366.3 362.8
Requirements
402.1 5. ."' Total UA alternative compliance•passes by:•1".0°Jo. .'_
^� 402.3.2 Average SHGC:0.30 Max SHGC:0.40
- R402 4 ".1 2 -air"Leakage Testing."- Atrsealing is 3,00 ACH"atSC Pa tt must riot exceed 3.Ct?ACH ai 50 Pa
R402 5 Area-weighted average fenestration SHGC
R402.5
Area-weighted average,fenestration U- actor. . ...
R404.1 Lighting Equipment Efficiency
R4036 1 aviectaanicabVentilation Efficacy
Prlandatory Checklist Mandatory code requirements that are not
checked by Ekotrope must be met.
R403.6 1v9echanical Ventilation Rate
R403.3.4 Duct Leakage
R403 5,3 Hot water pipe insulation
Design exceeds requirements for New York ECCC 2020 Prescriptivecompliance by 1%.
Name: Matt Wahl Signature: A*w
Organization: Energy Rating Service Inc Digitally signed: 6/2122 at 10:14 AM
Ekotrope RATER-Version 4.0.1.2923
Naw York 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.
New York 2020 Eccc compliance Report (ERI
Pathway) Projected Energy Rating Index Report
Property Organization Energy Rating Index Information
Builder:Sligo Construction Corp Company:Energy Rating Service Inc Projected Rating
Address: Phone:631-566-8439 Rating No:
350 Arshamomaque Ave, Southold, NY Rater:Matt Wahl Rater ID (RTIN):2572845
11971 Date Rated:2022-06-02
Rated Home Calculated Energy Use Rated Home Cost($/yr)
(MBtu)
Heating 63.1 $1,164
Cooling 2.2 $58
Water Heating 12.3 $226
Lights&Appliances 21.0 $559
Photovoltaics 0.0 $0
Total
'Based on standard operating conditions
ERI with PV:60
ERI without PV:60
e
Electric(kWh):6,888.2 CO2 Emissions (Tons):9.0
Natural Gas (Therms):0.0
- . sarwa, I . - - . e PASS
This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report
(ERI Pathway)for Climate Zone 4. It MEETS all of the requirements verified by Ekotrope. Mandatory
requirements are summarized on the 2nd page of this report, some of which are not verifie y El�gtrope.
Name: Matt Wahl Signature:
Organization: Energy Rating Service Inc Digitally signed: 6/2/22 at 10:14 AM
Company:Building Efficiency Resources rye
Address:PO Box 1769 Brevard, NC 28712 .
Phone#:800-399-9620
Fax#:877-399-1361 �'�
�'t.
OITATIO
To determine if a provider is properly accredited go to:www.resnet.us/professional/programs/search_directory
(Projected. Confirmation required.)
Provision Number Topic Compliance Decision
2010 ECCCWS Table ..Building-thermal envelope minimum,insulatio6IbVels.a,nd. PASS.
402.1.1'or.402.1.3 ' maximum fenestration U-factor and SHGC
R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO
installed in the house
8402.4.1.2 Envelop a air leaks e maximum le:akage:'rate PASS
R402.4.1 /Table Comply with air sealing and insulation requirements in Table Checklist required for CO
R402.4.1.1 R402.4.1.1
g uei-burnin a liances' PASS*
8402.4.4 Roorris containrn f ,. - -
R402.5 Maximum fenestration U-factor and SHGC (U-Factor) PASS
PASS
R403.1.2
`
R403.1.2 Heat pump controls PASS'
8406.2 Ducts.outside of"conditi p
oned's ace,to.be insulated to a, PASS`,' =
minimum of.R-6.
R403.3.2 Duct sealing on all ducts PASS`
ct;testin for;ducts'in unconditi
g p *.
8403.3.3 Du- oned,s• ace PASS,
R403.3.5 Building cavities not used as ducts. PASS'
R403.5.T. Heated,water circulation and temperature maintenance':`, PASS'
systems comply ;
R403.5.3 Hot water pipe insulated to R-3 PASS
8403.6 : Mechanical ventilation meeting the requirements of the IRC PASS*
or.IMC..✓Outdoor air and"exhaust dampers installed,
R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for
systems. permit
R403.8 S stems servin multi le dw:e' I ng units to';meet the
mechanical requirements of1ECC commercial code
R403.9 Snow melt and ice system controls installed where applicable PASS*
.Pools and ermanent spa energy. A
P P: gY� onsumption,meet.:: ; .:.: : `•'�..;. , , PASS
8403..1,0 . : : �
requirements for heaters;time clocks,a'nd covers „
R403.11 Portables as meet the requirements of APSP-14. PASS'
W4.1, Highefficacy lights,instaIled in 90%of-per manently,installed _ PASS ,
fixtures:, i
This is a projected rating.These items must eventually be field-verified by the Rater, Field Inspector, Code Inspector,or Builder.
350 Arshamomaque Ave
Southold, NY 11971
Builder: Sligo Construction Corp
Model: Custom Home Community: n/a
'This report is based on a proposed design and does not confirm field enforcement of design elements.
THIS HOME IS CERTIFIED TO MEET THE NEW YORK ECCC
2020 ENERGY CODE
Building Features
Ceiling Attic, R-38 Duct Supply R-8.0, Return R-8.0
Above Grade Walls R-18 Duct Leakage to Outside 20 CFM @ 25Pa (0.86/100 ft2)
Foundation Walls N/A Total Duct Leakage 20 CFM @ 25Pa (Post-Construction)
Framed Floor R-30 Heating Boiler-Oil - 86.7 AFUE
i
Slab N/A Cooling Air Conditioner- Electric- 14.5 SEER
Infiltration 3 ACH50 Water Heating Residential Water Heater- Oil - 0.79 Energy
Factor
Window U-Value: 0.3, SHGC: 0.3
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 tate 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 Inspecteditested 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 par y
Name: Matt Wahl Signature:
Organization: Energy Rating Service Inc Digitally signed: 6/2/22 at 10:14 AM
Ekotrope RATER-Version 4.0.1.2923
New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's anergy 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.
Air Leakage Report
Property Organization Inspection StatusENR6Y u
e
rc
350 Arshamomaque Ave Energy Rating Service Inc Results are projected r>7 C eru
Southold, NY 11971 Matt Wahl
Model: Custom Home 631-566-8439
Community: n/a
Builder
R1206-1-350ARSHAMOMAQUE- Sligo Construction Corp
MJW
350 Arshamomaque Ave, Southold
General Information
Conditioned Floor Area [ftz] 2,371
Infiltration Volume[ft3] 24,517
Number of Bedrooms 4
Air Leakage
Measured Infiltration 3 ACH50
ACH50(Calculated) 3.00
ELA[sq. in.](Calculated) 67.25
ELA per 100 s.f. Shell Area (Calculated) 1.166
CFM50(Calculated) 1,226
CFM50/s.f. Shell Area (Calculated) 10.213
Duct Leakage
System 1 System 2
Leakage to Outdoors 49 CFM @ 25Pa 20 CFM @ 25Pa
(3.95/ 100 ftz) (0.86/ 100 ft.)
Total Leakage Test Type Post-Construction Post-Construction
Total Leakage[CFM @ 25 Pa] 49.0 20.0
Total Leakage[CFM25/ 100 s.f.] 4.0 0.9
Total Leakage[CFM25/CFA] 0.040 0.009
Mechanical Ventilation
Rate[CFM] 86 CFM
Hours per day 24.0
Fan Power 35 Watts
Recovery Efficiency% 0.0
Runs at least once every 3 hrs? true
Average Rate[CFM] 86.0 CFM
2010 ASHRAE 62.2 Req. Cont. Ventilation 61.2
2013 ASHRAE 62.2 Req. Cont. Ventilation 58.6
Ekotrope RATER-Version 4.0.1.2923
All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report
Building Summary
M,%R
Property Organization Inspection Status En- fit17�(7KeAe
350 Arshamomaque Ave Energy Rating Service Inc Results are projected rJ
Southold.NY 11971 Matt Wahl
Model:Custom Home 631-566-8439
Community:n1a
Builder
81206-1-350ARSHAL101rlAQUE-I%lJ'At Sliao Construction Corp
350 Arshamomaque Ave,Southold
Gelneral Building information
..ww,.„w.t,,...k a.:t ,�,.d.m..,. ,va e,_..v ....�.,..-r.+.,..,,n,.:.,..i....-,,, 4�„ ,.n,.....�i ,•r...rk< .4w,.µ,_ , n.:,,M> L <w.,�Y.,.�,,.�,....k,
Number Of.Bedroorims 4 _
Number Of Floors 2—
Conditioned Floor Area[sq-ft.] ;. `2,37.Y ,
Has Electric Vehicle Ready Space No
-Unconddioned;attached.garage?,`.` =.Yes .``
Conditioned Volume[cu.ft.j 241517
Total Units in Building.:
Residence Type Single family detached
Niiinb'er.of Floors:in 86ildirig':'
Floor Number
Model Custom Home
Community n1a
RESNETIIECC 2006 Ctiniate Zone:,;,.: `; ' `; ,`4A
�.....y ti�.-.....-<,,...,..,,..>..w.. .,...�,.�..,....M.�...._...,».., z..,,. - ..., �.. .>,a.�a.,,.,,.,.4....,rh„s.2>..,.,..vat.,+,.,....m a.4..-.-.,a.,,.•....,r.�-w,- . �...,.n, .-..._..-.w.._;��._.-,b.�,..,«..m.k--,,.a... „-._.e,
��None Presenf��
Foundation Wall Librarry, Ust
`None Present
o-_,.--
Slab � p
None Present
uGSlab`L�brary List - •_
.a. _...,...f..,........_.. --.,,� ,._..r.,...__. None Present; �.M ,.._._.. «- .. ,»,..a...... .... ........_. ,...., .,.v,. .... ,.._..,.,��,...e.C:.�..,._ ._._....,,_,��
Frain#ec1 Floor: Ft
Name 'Library Type Mmµ Carpet R Floor Grade Surface Area~ wV Location
Basement Ceiling R30,FG2,10-16 eko i 0 Above Grade 1,122.0 fiz Vented Crawl'
Garage Ceiling ,R30,FG2,12-16 eko 0 Above Grade 271.0 ft'. Insulated Unconditioned
_... •... asement'
1
Building Summary
ENY
Property organization Inspection Status it,�72�(��elUll2
350Arshamomaque Ave Energy Rating Service Inc Results are projected C/
Southold.NY 11971 Matt Wahl
Model:Custom Home 631-566-8439
Community:n1a
Builder
R1206-1-350ARSHAtvIO61AQUE-t.1JW Sligo Construction Corp
350 Arshamomaque Ave,,Southold
f "n-
Framed F1,61 Eibrary -ist:k �< v u t y
'G
Name Effective R-value W
R30,FG2,10-16ekoY 25,729
R30,FG2,12-16ekoV 26.603:
.,.�...-..,a.»...,,....,.� �, „.�...:,z....,,...,....,:...a-s,_,,..., W-J.a��nr?.�. .�..a,ou..�.b: ....,,.:.�-.,....,.-..�...�..,..«,a.> ,�.....a.w'„ .a.............n�,-.,,.-..,.e��...,..,.....,_�,,.,,.+.,..,,.a ..5..,.:,. .�,-a..�.,......._�,..
Name µLibrary Type Surface Area V Location
I
1-amber- - R 20.0', 124.0 ft - - ^- Exposed.Exterior
1-gar R 15.0 29.0 ft=" Unconditioned-attached garage
Rirn�JoistLib�aryd L'ist��,� � �°5 - � •°a=: tr = � ,,
Name w Effective Insulation R•value�
R 15.0 15.00
R 20.0; ;. 20.00
- J VIIaIit� _ r �'r - s' { a- v^ - J� - f y u M1 S ,o f
F` d
-.,.-....,..__..d� - - ..ea,...,..�.1.f-....................e.s.._ .01,,.� �ei,.,.,. .....,ti... ..kf........,we..l.,...,._..w....,. .:...,y..:.,..-.-..._,.�,,.._.n.�.er..�.....,�.v,-.-. +-,..._l....,.�
Name Library typeSurface Color Surface Area 4�Location
2x4 Exterior Vdalis 1 R15,FG2,4-16.+3 eko Medium 1116:O St=. Exposed Exterior
2x4 Exterior Walls 2;..'- R15,FG2.4-16'3 eko Medium', 1,1q2.O ft., Exposed Exterior
2x6 Extenor walls.' - R19,FG2,6-16,+3 eko Medium ^^ 90.0 ft= Exposed Exterior
Garage Common Wails' R15,FG2,4-16 GCW eko Medium. 261.0.T, Unconditioned,attaches garage
Stain."ell%°!ails �R15,FG2,4-16 GC%AJ eko Medium 180,6112 Insulated Unconditioned Basement
2
Building Summary
Property Organization Inspection Status F a Wim a KWi'-ce
350 Arshamomaque Ave Energy Rating Service Inc Results are projected
Southold,NY 11971 Matt Wahl
Model:Custom Home 631-56M439
Community:n1a
Builder
R1206-1-350ARSHAtvl0t,IAQ,'JE-tviJ�i'I Siloo Construction Corp
350 AFshamomaque Ave,Southold
Name Effective R-value
R15,FG2�4-16+3eko 16.269
11.65
R1 5,FG2,4-16 GCW eXo
R1 9,FG2,6-16,+3 eko
19,116
Unnamed Glazing U:07'�G 2x4 e0or Yes; 0. 0 5.8 North 27.0 ft2
�,SHGC;0.30. Walls 1
Unnamed Glazing 0.
U�0,30,-.' 2x4 Exterior YeSL 0 0 East 31.0 ft,
SHGC:OM� Walls 2. .
Unnamed Giazing �-U:'O.K_: 2x4 Exterior, Yes; 0 3 40.0 ft-
East
'SHGC;0.30, I.A.'alls 1
Unnamed G!azing Yes' 2'; 1 5-5 'Wes' 27.0 ft2
U:L.30 2X4 Exterior
SHGCf0.30' I/Valls 2.
Unnamed Glazing' ao.�o. 2x4 Exterior Yes; 1 3 1111est 12.0 ft-
SHGC:-d,30, Walls 2
UnnamedGlazing U; 2x4 Exterior Yes
:0, 0 0 West 58.0 ft'
walls i
Unnamed Glazing'. ..Ul'.0.310. 2x4 Exterior Yes: 0 5.8 North 14.0 ft'
SHGC'0.30; %N'alls 2
7,
V�—
h
1� 1�,VM
Name Shgc U-factor
U:0.30,SHGC:0.30
0.3 0.300
Location
..:U,.3.5.SHGC%35. Slope Ceiling Vest, 9.8 ft- f;
skylight-
Building Summary JrqR
c
Property Organization Inspection Status g Y
— wvz�a Uce
35OArShamomaqueAve Energy Rating Service Inc Results are projected
Southold.NY 11971 Matt Wahl
Model:Custom Home 631-566-83439
Community:n1a
Builder
FZ1206-1-350ARSHAIvICI�IAOUE-1�IJW Sligo Construction Corp
350 Arsharnomaque Ave,Southold
4 ��bj� -1i
S11(k E� 6e i
..........
916h
T
Name Shgc U-factor
U.35 SHGC.35
0.35 0.350
olar Surface Color Surface Area Location
trice
2-'114 Wd
front d:2x4 Exterior Walls: 0,9! Medium 21.0 112 Exposed Exterior
core 2
to basement .-�-IAWdsofid StaiRveli Walls; 0.9 Medium 21.0 ft-' Insulated
core,
Unconditioned
Basement
to garage R5 steel insul Garage Common 0.9 0.75 Medium 21�O fF' Unconditioned.
Walls:
attached garage
2L-2
2-114 ANd solid core 0.357
R5-steel insul.. 6,2bo
ace Color Surface Area Location
Flat Ceiliing R38,l`G2,,8-1 6 CrossLay. 1,372 No Medium,:-
1119101`!� Attic
ko
7
Slope Ceiling !R30,F62 i0116�eXo 230� No Medium 230�0fi:2' Vaulted Roof
2
Apsu,1646*ki rary-USt"
E, t 7
S I;M ..... .
Name Has Radiant Barrier Effective R-value
R30,FG2.10-16v eko
24.696
R38,FG2.8-16 No 37.082
CrossLay eKo
Building Summary ENI
Ro y
Property Organization Inspection Status Irc FY
35DArshamomaqueAve Energy Rating Service Inc Results are projected in&ri 0 enike
Southold.NY 11971 Matt Wahl
Model:Custom Home 631-5%-8439
Community:n/a
Builder
R1206-1-350ARSHAtdIONlAQUE-IvIJIP.1 Sligo Construction Corp
350 Arshamomaque Ave,Southold
hpl,eAbu,so JnfifttAtloril'-�
Ini-iiiiition -----'Measurement Type
3 ACH at 50 Pa Blower-d6or tested 3
Wchanica Veh i at oh
Ventilation 7ype Ventilation Rate Ift' Operational hours Fan Watts Runs once every Energy Recovery Model Number Manu6ct6rer
Minute] per day three hours Percent
EXhaust Only—- .-Z6 C.FIJ 24 35AVatts, Yes;
%Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting
Lighting Lighting Lighting
0 100 0, 75 0 751
-j
L
. 1 n G
site', 6n6ration
None Present
Onsite'G66etafth'.Libra.. LIFA�-
None Present
.........
So blr�Gidhe'ra d
None Present
7-
-6humidifier,:
None Present
5
Building Summary E�p
,C
Property Organization Inspection Status g
t 6 �17 t ice
350 Arshamomaque Ave Energy Rating Service Inc Results are projected
Southold.NY 11971 Matt Want
Model,Custom Home 631-566-8439
Community:n1a
Builder
R1206-1-350ARSHAIvIOI�lAQUE-I.IJW Sligo Construction Corp
350 Arshamomaque Ave,Southold
i Ubtar"iti t_-
6f y
None Present
--7777777.77
,C6b'diff6hing. quip
77
-,?L 2-
Name lbrary 7ype Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location
Load
50% OW Unconditioned
ist Floor Cooling EERO� 0%
Basement/Crawlspace
I St Floor Heating Oil Hyd-air 92k,8614,
50% Unconditioned
0%
Basement/Crawlspace
2nd Floor Cooling.'ACC�:29K 14�5 SEERO '00"t 509,�: Q%� Conditioned Space
2nd Floor Heating (?it Hyd-air 92k,86%
50% ow 0,1d; Conditioned Space
Water Heating Otl;IT50gal,86B% 100%: Conditioned Space
Gom 0%
�,7es
E SEERO
-A Tip -ACCI-�",29 K��l&t"'
u I m e nt,
-Y
-T
Air.Coriditi.brin6r,-.
FuelType Electric
Disfdbujon ype:� Forced Air,`-
Motor Type PS6(Single Speed)
C I �111. ffi . - '_: r *, - �__' :— - , :� _ , ,
ooflng E icienc 14.5'SEER.
Cooling Capacity[kBtu/hl 29
--quipmen 6
0
.i U
E491prinerit-Ty'Pe. Bottler
'Fuel type
Disfiributibn,Tpe H-dro iic:Pqfivery.(R
Z 'y I a. tan
Heating Efficiency 86.7 AFUE
a a . tu
-Heating*G'p city'(kB' /h 92
Ose defauft,EAE Yes
EAE[kWh] '330
Eq6iprnent Ty'p"e' ---------- Res�idehtial'WatbrHbatel'l-
FuelType oil
H ' nic'.Del
Distribution Type yq��. Nery(�adiant),
Hot Water'Efficiency 0.79 Energy Factor
k Cat aCIty(gp
Hot Water Capacity JkBtulh) 40
Recovery Effi iency
0.86.
Building Summary
Property Organization Inspection Status EN,WoR, Ke4ce
350 Arshamomaque Ave Energy Rating Service Inc Results are projected C/
Southold.NY 11971 Matt Wahl
Model:Custom Home 631-566-8439
Community:n/a
Builder
R1206-1-350ARSHAt,101�lAQUE-t,IJV,I Sligo Construction Corp
350 Arshamomaque Ave,Southold
Di�itflbUU66-Sy-§t6m
n Type- orce Ai'
Distrilb'ufib
F '' d r
Heating Equipment 2nd Floor Heating
cobI�ng Equipment' -2nd'Floor Goolind--1
Sq.Feet Served 1,239
:,J
4-Retuin Gril!es'
Supply Duct R Value 8
Rbtu�h bibct'R Value .
Sup�lybu'ctArea[ft2j, 334.53
Return 0 uct Af66[IVI]
Leakage to Outdoors 49 CFM @ 25Pa(�.95'1 100 ft2)
Total L6a!<4 ge'
;:_49 CFM�5
total Leakage Duct Test Conditions Post-Construction
Use NfiLlit Fl6w Rate Yes,:,�.
Duct 1
Nct Location "Gonditiohed Space'-,.
Percent Supiiy Ar e.a i.00
Per bt Re A e
�e turn ,r a,
Duct 2
:Conditi&nedSpace
--Duct Location,�-
Percent Supply Area 0
PerceinuR6tuffi*ea 0.
Duct 3
Duct Location Space
Percent Supply Area 0
0
Perceht Rbturb Area
V6uct 4
..Odct Lk6tion Conditioned Space�
Percent§up�ly Al-ea 0
:Percent RetumArea.
Duct 5
ULocitiori, ed.Sb6ce_,:
-Du 'Conditidn
Percent Supply Area 0
P6(�ent R6turn'Ar6,, 0
D)d6t Loc6ficiii Con,diticine&Soa66--
Percent Supply Area 0
0-
Percent Retuirn Area-
7
Building Summary E�R MIN 61 r�en%ce
Property Organization Inspection Status
350 Arshamomaque Ave Energy Rating Service Inc ReSUItS are projected
Southold,NY 11971 Matt Wahl
Model:Custom Home 631-56"439
Community.nfa
Builder
R1206-1-350ARSHAIvIOI,IAQUE-MJI�.1 Sligo Cons'truction Corp
350 Arsliamomaque Ave,Southold
Disiribu.V66,,S stem
Distribution Type
F o'rc''e'd'A i r,
Heating Equipment Ist Floor Heating
-Cob i P
I.ng Equi men 1§t Floor.Cooling
Sq.-Feet served 2,332
Retur6"Grfll6s'
Supply Duct R Value 8
'..Return Dud R)/�iue 8
Supply bu'ct Area(ftl 629.64
"Rbturn Dkt kebi 116
Leakage to Outdoors 20 CFN1 @ 25pa(0.86 1100 w)
To 'ak_ 20 CFM25
tal Le a e-
Total Leakage Duct Test Conditions Post-Construction
Use D6feiUlt Flbk�R6te,",
Duct 1 es
lat d basbmeht_ceilin'g)
,Duct Location-
asement-(insu e
Percent Supply Area 100
e eOt Return'
rc Area'L'�' :'100
Duct 2
Duct Lo cation Conditioned Space
Percent Supply Area 0
Nic6rit R6tu"m-Area;:,
Duct 3
Duct Location Conditioned Space,
Percent Supply Area 0
Percent R ro Area,
Duct 4
Conditidn�d'Space,
Duct Lbca tidn e
Pe'rcent-S-upply Area
Perc
ent RetOrh Area 0
Duct 5�
DuiftLocatfon �C6ndifidfi6d 8pace�,
Percent Suppiy Area 0
Percent Return Area. A
Duct 6
ation. C
DO c"t L 66 Unditioneds'd e:'�
P,
Percent Supply Area 0
Return Area'.
HVACGradinell,
J
e
_�H.VA_C-.Girac1ihg1N.ot'Cb d'd d
U
Has Cell' R No'
ing
t�m Per Watt 100
8
Building Summary EME affix a KeAe
Property Organization Inspection Status
350 Arsharnomaque Ave Energy Rating Service Inc Results are projected
Southold.NY 11971 blatt Wahl
Model.-Custorn Home 631-566-8439
Community:n1a
Builder
R1206-1-350ARSHArviOt,lAQUE-1�lJt,'V Sligo Construction Corp
350 Arsnamomaque Ave,Southold
S an ar
d d".
Use Default Hot Water Pipe Length No
:H6:tvatd�.Pip L 40
e. ength M"
At Least R3 Pipe Insulation? Yes
.S
`�'Hot WaterRecirc6lition ystbn No
R66rculation System Pipe Loop Length[ft] 20
0.
N
"ka;
"Cef 3�'0
f
Fuel Type
ure en ing,
t t s
Field Utlizati'n Nio's, 'S
'J
Is Outside Conditioned Space' No
lo ailab
-6 0ibs Dr�6r AV
666ultstype; HERS Reference
V
th6ii, iii h'd t'
p"
ng�
y :4OTkvVWY
Annual Gas Cost _'OO
I" e
'�Iearic Rat S W
as Rate S1.09fTherm
c ty,
3
Imef
Type,.-,: ,
Be Ults HERS,�Reference
IL6adtype Front-load
Load§PerWe k
Is Outside Conditioned Space No
Cloth 'h y
AVailable-,
qs,Wat er es
np_
Disash C�Bq�y, h
I�v 6��EM-I
Dishwasher Size Standard
Anijuiil,06 C
§ 3�_
bec;tric Rate SO,12/kWh
_�Si",09/Therinn,
Is Outside Conditioned Space No
Building Summary EN'CR'KeAce
Property Organization Inspection Status
350 Arsnamomaque Ave Energy Rating Service Inc Results are projected
Southold.NY 11971 Matt Wahl
Model:Custom Home 631-566-8439
Community:n1a
Builder
R1206-1-350ARSHAfvl0f,lAQUE-IOJW Shoo Construction Corp
350 Arshamomaque Ave,Southold
ance's`ah'd.'Zdntr'01§'
Ap' pli'
Thwmastait Coolin Se p'p-ifit-
g! _ t n
Thermostat Heating Setpoint MO
RangblOverf Fuel Electric
Convection Oven? Yes
ge.
Induction Rar I No,:,-
Range!Oven Outside Conditioned Space? No
578,kWW6dr
,R6ffigqrat6r Corisumpticitf,
Re6igerator Outside Conditioned Space? No
N1JW 0610212022
350ARSHAIVIOMAOUEAVE
�fOUSE'DLSCIIIPTIM-_ -
-HERS RATING ONLY
-NEW HOME
-OIL,ELECTRIC
-6:12 PITCH xl.202=
-4 BEDROOMS
-2 STORY
-FRONT FACES EAST
-ATTACHED GARAGE
-ATTIC HOUSES I AIR HANDLER,I AC COIL, I HW COIL
-IVIECH ROOMHOUSES BOILER,HOT WATER STORAGE,1 AIR HANDLER,1 AC COIL,1 WATER
COIL
-RETURN GRILLS 2
-INDOOR AIR QUALITY:FAN 86 CFNI X24HRS
-SOLAR PV WA
10
RESNET HOME ENERGY E�Ff Kente
RATING Standard Disclosure
For home(s) located at: 350 Arshamomaque Ave, Southold,
NY
Check the applicable disclosure(s):
M111.The Rater or the Rater's employer is receiving a fee for providing the rating on this home.
'M2. In addition to the rating, the Rater or the Rater's employer has also provided the following 6onsulting services
for this home:
W',A. Mechanical system design
B. moisture control or indoor air quality consulting
,Fd,-,c. Performance testing and/or commissioning other than required for the rating itself
D. Training for sales or construction personnel
E. Other(specify)
W3. The Rater or the Rater's employer is:
J—-A. The seller of this home or their agent
Q13. The mortgagor for some portion of the financed payments on this home
C.An employee, contractor, or consultant of the electric and/or natural gas utility serving this home
The Rater or Rater's employer is a supplier or installer of products, which may include:
Products Installed in this,home by OR is in the-business of
HVAC systems Rater T-lEmployer 1-�R
ater !rj�Employer
Thermal insulation systems WRater 9(Employer Rater -__jEmployer
Air sealing of envelope or duct systems PRater �..,Employer ater JEmployer
T!'Rater Rater Employer
Energy efficient appliances Q-Employer
r
Construction(builder, developer, construction contractor, etc) Rater 'jEmployer ,,t]Rate
[Employer
Other(specify):r tjRater QEmptoyer -FiRater 11"ElEmployer
E15. This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for
Sampling"of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy
Services Network (RESNET). Rater Certification #: 2572845
Name: Matt Wahl Signature: A*W
Organization: Energy Rating Service Inc Digitally signed: 6/2/22 at 10:14 AM
I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating
Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating
Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality
control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are
posted at
https://standards.resnet.us
The Home Energy Rating Standard Disclosure for this home Is available from the rating provider.
Builder Affidavit
Property Organization Inspection Status tit
350 Arshamomaque Ave Energy Rating Service Inc Results are projected
Southold, NY 11971 Matt Wahl
Model: Custom Home 631-566-8439
Community: n/a
Builder
R1206-1-350ARSHAMOMAQUE- Sligo Construction Corp
MJW
350 Arshamomaque Ave, Southold
Important Notice to Builder
Builder affirms in this affidavit that all building characteristics described in the Building Summary Report accurately reflect this
New Home. Builder agrees to allow the Home Energy Rating System (HERS) Provider and/or Rater to verify building
characteristics of this New Home fully at the HERS Rater/Provider's discretion. The HERS Provider and Rater do not create or
imply any duty or obligations to Builder or any subsequent owner. Builder is responsible for taking any actions necessary to
protect Builder's interest.There is no guarantee or warranty whatsoever expressed or implied from the HERS Provider or Rater.
HERS@ Index Score:56
4-
Builder Name: Sligo Construction Corp Builder Signaturef: 7, �
Name: Matt Wahl Signature: A*d
Organization: Energy Rating Service Inc Digitally signed: 6/2/22 at 10:14 AM
Ekotrope RATER-Version 4.0.1.2923
All results are based on data entered by Ekotrope users.Ek-otrope disclaims all liability for the information shovyn on this report.
IFIELD INSPECTION REPORT DATE COMMENTS
41-
FOUNDATION (IST)
-------------------------------------
t�4
FOUNDATION (2ND) \j
147/17 1.-,
ROUGH FRAMING&
PLUMBING
Iq n
INSULATION PER N.Y. gli
STATE ENERGY CODE
-AriLA
q%UAf
FINAL o
ADDITIONAL COMMENTS
In 4
o
111361 1 1719
z
X5
IV
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax (631)765-9502 ht!ps://www.southoldtomM.gov
Date Received
APPLICATION FOR BUILDING PERMIT
'or Office Use Only AUG 0-4 2022
PERMIT NO. Building Inspector: 4 ) h
BUILDING DEPT
WAN OF SOUTHOLD
TO
Applic'ations'andf hiis most k,fille�d out iri'llheir entirity.166
orm rnpqte,
C
,appkations will hot e %�e p ie d h'
ere,the,Aookaht is.not''th4.own,en,an'�,,
w ne tbrnp
s,Authorkat! f6irr�. 2 shall bL le e
7-
Date:
P
Name: LL SCTM#100
Project Address,:
Email:
Phone#:
Mailing Address:
soe_A'7�,a Q
XONTACTPERSON:`��-"
Name:
�_,o�,��
Mailing Address: "T LIAO-.
Phone#: v� �l Emaik, scl r.6 coq ;V
PESIGN PROFESSIONAL INFORMAti6�.,,,L-,",-'.-�,'�-:,'.,,,---'-"
Name.:
".6p-5:1
Mailing Address:
Phone#: 17e� Emaik.
� ONTRACrOR, IN:
c FORW
Name:
Mailing Address:
U4AJ _fCr1J A3 12. .._
Phone#: Email:
C9 (6 0.Y/
71
Afl'ewStructure DAddition DAlteration EIRepair ElDemolition Estimated Cost of Project:
El other t4l)c—'ri/0'.
Will the lot be re-graded? DYeswo Will excess fill be removed from premises? 13Yes Xho
NFORMATIOrd'
.4-PROPER
TV I
Ex isting us e of prope rty: I nte n de d us e o f property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? E]Yes;Ko'IF YES, PROVIDE A COPY.
01
Checik.136k�After--1166 lhg:,Th
d* 6,ow'ner/c'�o'nti�dd���/d�sii�'p"i�fe"!6iial,is�resp6�sible.f"I star wa er!ss4p�p�provided by,'
ntLt'o,t6
Code. APPILICATION IS HEREBY NIIADELto the.Buildind&��rim'enticirih a7n'ce�ta'iuil�ini!Oetr�it�'p"ur�ua B ding zone
the Town of Southold,Suffolk,County,W�rYq of bullding-s,
d 4ni�s,bikli g'co'd"
,'ad itions,ateration!�iorTO�,.remduaior. emoitionasehereinde'scribe "Theapp cantagrees to camp ywit a app.ca e aws or I u a e;
,--housing-code and rejulati.risand.ioladMit authorized Inspectors on',pr6mises and Iri'611dihi(s)for''necessarv-Ins-pectl6ris.FAIse'statements Made herein are.-
'Section ",N
York Sr
is I e6e norp rsuantxi) he ew ate Oe"nal L'a'W.":j
Application Submitted By(print me - IL Q)AY"-� 0Authorized Agent >(C�ner
Sig natu re of A pplica nt: D a t e:
STATE OF NEW YORK)
COUNTY OF S*lk A)
PA L L,I b &Vq being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contrJct)above named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief,and
that the work will be performed in the manner set forth in the application file therewith.
7 Sw before me this
day of 20,�;')CZ
Nr Pu C
Fafic S�Stq GINN
40.6=70979
PROPERTY OWNER AUTHORIZATION GoodinwWCO
6,
(Where the appi icant is not the owner) oajo&�"Qtes jgn-
residing at
do hereby authorize to apply on
my behalf to'the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
C*
% Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959
Telephone (631) 765-1802
Temporary Certificate # 1,35S Date 2022
Customer Name ru mb Electrician Name .4"botuer- ffkz ?c
Address 350 ANhQMMajUe_ Phone
e-mail e-mail hw
Phone _[Ucense#
Size A Phase Overhead Underground #of Meters
Remarks
#of Underground Laterals 1 2 New
"H" Frame or Pole H P Fire Reconnect
Was work done on Service? Y/N Flood Reconnect
Old Meter#F- Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This verificatio
Authorized by
I
Town Hall Annex one(631)765-1802
5075 Main Road (63
P.O.BOX 1179 !_oger.ricfien4d11wn. --'hL&2
SoudwkL NY 119714959
?'ZUDMG DEPT..
TOWN S
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
-APPLICATION FOR ELECTRICAL INSPECTION
IREQUESTED Br. Date: 4DI
Cornpany Name:
Name: .-KiAl, (DA-v er
U canse No.:
Address:
1)-710
c V
Lh )ne No.: 3b-�33 r-,)aD 7 3
JOBSITE (NFORMATION: (*Indicates required information)
*Name: L-L&
*Address:
*Cross Shmat
*Phone No.:
Permit No.: 7-3—bJ3
Tax-Map District 1000 Section:
(g, Block: Lot.
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) 0 M-E—' 2',F DID Jf
(Plewe Cireft AN That Apply)
Is job ready for inspection: YES Rough In Final
*Do-you need a Temp Certificate:
C�iO NO
Temp Inibmiation(If
*Semw Size.-, 3121189'e 100 150 300 350 . 400 Other
*New Service: Re-ponnect Underground Number of Meters Change of Service
Additional IntbrTnation: PAYMENT DUE WITH APPUCATION
'C�e,*
B241equest fbr frapeWm Form
on
Town HaV Ann" k e 01)760-1802 ,
41
0 W(6"
SQ75 Main Road
P.O.Box 1179 erAche n.,
SoudwK NY 11971-0959
TT
Tojy�q f-r,
SOWTHO'D
BUILDING DEPARTNUM
TOWN OF SOUMOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY:
Bowelr Date�_ 4).]��/7/6
Company Name: Ne,Lt b a U w P jr/'i-
Name:
Ucense No.:
Address: W7 1�)
-Phone No.:
JOBS ITE INFORMATION: (*Indicates required information)
*Name: WH CrVmb LUC,
*Address: 1?71
LL
*Cross Sbvet 'k
*Phone No.: 5)b 2, -Dq Z1VZ-
Permit No.:
Tax-Ma District 1000 Section:
p Block: Lot.
4BRIE' F DESCRIPTION OF WORK(Please Print Clearly) Agme,
(Pleam Circle Alf That Apply)
*19 job ready for inspectidn: YES Rough In Final
*Do-you need a Ternp Certificate: YES NO
C!90,
Temp InfbmMort=
*service Size., 312hase 100 150 2000 , 300 350 . 400 Other
*ew Service: Re-oonnect Underground Nurnber of Meters Change of Service
Addftbnal Intbrmation: PAYMENT DUE WITH APPUCATION
(—ee
WAcq�for frapecOon FQFM
PERMIT � Address:
SwitchesW�4P(-- Lgfj.R
Outlets
G F I's
Surface
Sconces
H H's
UC Lts
Fans Fridge HW
ExhaustJ Oven W/D
Smokes DW Mini P&,4j-,4
Carbon- Micro Generator
Combo Cooklop Transfer
AC AH Hood Service
Amps Have Used
Special:
Comments
Neubauer Ele6tric,LLC
Neubauer 407,B Lexington Ave
1�4
West Baoylon,W 11704
' '��'electric T 631.687.3751
3
neubauer(�lectric@gmaii.com
WH CRUMB LLC
350 Arshamomaque Avenue. Southold 11 71 LOCk BOX :,
3
New home
200 Ampere Qverhead Service
Install 200 Ampere Panel box in basernent
2 zone oil-fired heating system With indirect hot Water heater
ieat6r
2 zone central air conditioning system
GFI Receptacle Washer With separate 20 Amp circuit
Receptacle electric dryer With*separate 30 Amp circuit
Receptacle reffigerator.
Receptacle Wine refrigerator at island
dishwasherwiffi seppratel 5 Amp circuit-
receptaacle gas range with seprarate 15 Amp circuit
Receptacle for microwave with separate 20 Amp circuit
exhaust hood with separate 15 Amp Circuit
1 -GFI Rec�eptacle atpanelbox
Sewage system 20 Amp circuit
Exterior switch,weathdr proof
Door chime'system
56-Decorator Receptacles",,
4-GFI-Rece I
ptac 0s
3-Weather-proof Recepta es'-," '2!-Garage door 00 nerRecepta
e cles
I Sprinkler Receptacle 1' Island.Receptacle
43-Decorator S�vitcheis- . D6cbrator.-3-w4-Swit6 es
sseta WI F
I Decorator�'wav Switch
Ott
'66klightiwith,' mote driv-e'r','��
7-Under-'6abinetLEb 0
�8 Receig''60 f&l:ures,;LE'EP' :'
I Island fixturO location(fixture.by oftis),,,
.1 Ceiling fixtdr6 at.dinirig ir666�(fixiure'0y',othbrs),
1,-�'M LED:fixtu4:(m
ushrobr�iyp�'I
I '-Globe�type'LED fixture (1�fl66r..64dr6dm)-!
.'. -.1 ' " I ' ' ' ' ! ID4.1.
4 "demn' g, fan bo"kie"s"With hanging of bUilder proVided fans
4-Vanity fixture locations
7-Exterior fixture locations --A folvy
12-Porcelain fixtures, LED D �1*4
I -Nutone Standard 50 CFM bath exhaust fan reoAPV'-- 2at> VO
2-Nutone Vent/Light combination
1 -N utone Energy Star exhaust fan, 150 CFM
1 -Programmable Timer for energy star fan
4-Smoke detectors
3-Smoke/Carbon monoxide combination detectors
7-15 Ampere Arc Fault circuits OA<� V
1 -20 Ampere Garage circuit
3-20 Ampere Arc Fault &General Circuits
AVA
Ur
Town M Annex Telephone(631)765-1802
Sw5MdUR,oad 6
P.O.Box 1179 rocieu
( ')c7—%936%.n y,
S&WMW,NY 119714M us
BUnDING DEPARTNESYr
TOWN OF SOUTHOLD
APPLICATION E0_R ELEQT---R.ICAL INSPECTILM
FAddiREQUESTED Br. Date:
Company Name: --T
R
C
F
0 el�L tar f C;�o L�,
mp
UE
aS
nT
y
M N
aml
ame:
U License No.:
ns
s
Address: Nes 6�4 V) N11 1)-7 0
a e o.. V
hone No.:
JOBSITE I NFORMATION: (Indicates requited information)
*Name: WH
LrUmb LLC
*Address: 0 Jc'
*Cross Street
*Phone No.: b 2, Dq ZVxz_�J,P���J )
Tax-Map District: 1000 Section
Permit No.:
Blod
*BRIEF DESCRiPTION OF WORK(Please Print Clearly)
------------
(Pkase Circle Alt That Apply)
*19 job ready for Inspection:
YFS
*Do-you need a Ternp Certificate:
YES)NO
Temp Inftinadon m, FED
*Serilce Sim: Whase 100 15o 200
*New Service: Re-conned Underground' Number of Meke� V ((--Ow 73-
Additional Information:
PAYmENT QUE I
B24WM*t for inspection Foan
rjf S 0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
-Aw
P.O.Box 1179
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
June 8, 2022
To: Paul Davey
1365 Watersedge Way
Southold,NY 11971
RE: SCTM# 1000-66.-2-52—Nickles, determination of merger request
Mr. Davey:
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,please feel free to contact me at(63 1)
765-1802.
Respectfully Yours,
I
Amanda Nunemaker, Plans Examiner
1/2' VENTILATION PIPE
SCUM BAFFLE B
1-10i
SPECIFICATIONS 2�_/Oi t_oi. CHAMBER Volume (gal).
Tl� MODEL MAC 8OR r (D Sedimentation Chamber 277
AIR FLOW 2.9 CFM
NORMAL PRESSURE 2.2 PSI CU ATION (2) Anaerobic Filtration Chamber 278
POWER 120V/LoAmiu- AIR LIFT PUMP
DWELLING ELEV. 22.8 OUTLET CONNECTION H Aerobic Contact Filtration Chamber 127
3/4 INC
OR BROWN 3 ,-DISINFECTION 0 1 Storage Chamber 63
FF 25.5 LOCKING COVER WEIGHT I I LBS CYLINDER (OPTIONAL)
COVERS TO GRADE OL LOAM POWER CON SUM PTION 55W 05 1 Disinfection Chamber 4
GRADE 24,0 CONCRETE COVER GRADE 5% MAX - 1' 61. POWER CABLE 6 FEET 4' INLET PI
C/o GRADE 23.7 GRADE 23.4 FOR 20' ML 13POWN Installation/Operation&Maintenance Note�: 4 OUTLET PIPE Total Volume 749
__�EN .30 A 30NI
L K
G L; F R
Ri 4� SILT 3. Install blower on concrete base. Ensure adequate ventilation JA
I 1 0 X I
and protect against sunlight.
- Maintenance requires a trained technician.
POWER CABLE
IF r maximum efficiency,inspect and clean internal air filter SPECIFICATIONS
I E 21.2
0
PALE TO BE HARDWIRED once every 3 months
BROWN TO ELECTRICAL PANEL- Replace diaphragm/valve assembly once every 12 months Anaerobic Media PP/PE Filling Rate 32%
IE21.6 IE21.3 IE21.1 1-8' DIA SP FINE 7�' (Note: A damaged diaphragm will trigger the Automatic-Stop Board Type Aerobic Media PVC/PP/PE Filling Rate 16%
TO function). (2) FFLUENT 1*�
SDR 35 FUJI CEN5 12' DEEP MEDIUM INLET BAFFLE AIR LIFT PUMP Aerobic Media PP/PE Filling Rate 57%
SAND MOUNT MAC80R ON 4" THICK CONCRETE BASE 3
PITCH 1/4'/FT LEACHING (D f Blower 2.8 cfm
FOUNDATION POOL Tank
WALL Piping PVC/PP/PE
EL16.9 RECIRCULATION PIPE LFLOW BAFFLE \"-1/2' AIR INTAKE ccess Covers Plastic/Cast Iron
-.1 A
TIONA 4' SDR 35 EL9.4 FLOW OPENING (TYP (CLEANING OPENING) B rDisinfectant(Optional) Chlorine Tablets
PITCH 1/8'/FT 3'MIN NO WATER 6�' PLAN VIEW
1 1- 17' 0 POLYLOK 20' SAFETY SCR
HEGW FES 6. 2022 -XIm il I P# 3009 S OLYLOK 24' HEAVY COVER
I POLYLOK 20' HD COVE P# 3008-HD
McDONALD GEOSCiENCE POLYLOK 20' HD COVER
V P# 3017-C20 P# 3017-C20 OLYLOK 24' SAFETY SCREEN
SANITARY INVERTS TEST HOLE POLYLOK 20' RISER PA POLYLOK 20' RISER PA P# 3008-SS
12=1 POLYLOK 24' RISER PAN
I- P# 3009-RP P# 3 09-RP
NTS 4j' 4j- POLYLOK 20' SAFETY SCREE P# 3008
P# 3009-SS 6'TYP ISINFECTION
FUJIMAC80R BLOWER UNIT 17- CYLINDER (OPTIONAL) LOW OPENING
- 11-2' OARD TYPE
lwl� Z.7F_ CONTACT MEDIA
VLW 11 17
COVER
PLUG 21-Os
(THREADED) QUARE "--NEMA 4X CONTROL PANEL %
5'-50
CONDUIT TO FUJI 5' 5 ECIRCULATION
CONCRETE BASE C3FCI OUTLET 0 CLEAN UNIT 41 0 41 2 4'-2 ASSEMBLY
CLEANOUT BOX CONDUIT TO ELECTRICAL
CLEANOUT SUPPLY E
ADAPTER ADAPTER -TREATED 4' X
4' POSTS
3 30
EROBIC MEDIA
PROPOSED
< 30 DEGREE FITTING
> /-GRADE
ERATION ASSEMBLY
60 E FUJI CLEAN CONTROL PANEL SECTION A-A VIEW SECTION B-B VIEW
NITS
FLOW FUJI CEN-5 OWTS
SEWER LINE
CLEANOUT DETAIL. MAIN ELECTRICAL PANEL PANEL MODEL C DISCHARGE PUMP
)JAIN FOAD NTS CONTROL
CB A CB 1 5 B W 7
(0 SANITARY DESIGN AIR
0) --T777C B72 ]BLOWER
4 DWELLING WITH 4 BEDROOMS- NO GARBAGE GRINDER
CN REQUIRED 440 GPD OWTS SYSTEM
U.P.0 REQUIRED 1- 8' DIAMETER x 12' DEEP LEACHING POOL TELEPHONE SERVICE CB 3 Fj ' IpOv// E
PROPOSED 01H ELECTRIC S REQUIRED 1- 8' DIAMETER x 12' IEEP EXPANSION POOL AUG 0 4 2022 11
VACANT REBA CL 22.0 TO CONTROL PANEL BUILDING DEP-f
150P 163.98 EL 22.2 PROPOSED SEPTIC SYSTEM FOR 4 3EDRODMS
LOT 7 11,11111111111111111,111'.11.11...ill CIRCUIT BREAKER
(1) 1 EA HYDROACTION AN400- 44) GPD (OWTS) SPECIFICATIONS HIGH WATER ALARM
LOT 23 E
L ELECTRICAL PANEL
N 83*20910 1- 8' DIAMETER x 12' DEEP LEACHING POOL
silt fence DWELLINGS CD A - 30 AMPS
REE3AR 13.0) W1PU[3LIC WATER 1- 8' DIAMETER x 12' DEEP EXPffiIDN POOL VERICOMM CONTROL PANEL
EL 24. FUJICLEAN I/A OWTS
CB1 - 20 AMPS
150'
........................
DRIV'Wy, ,-PROPOSED WATER SERVICE CB2 - 15 AMPS
CELLAR ENT. '-'-'-----:6ARAGE fPROPOStD CB3 - 15 AMPS
7-
SUFFOLK COUNTY DEPARTMIENT OFHEALTH SERVICES
EL(24.5) ......GF(23
-V MIN 2' MAX WIRING DIAGRAM
. . ............... < I'MIN CONCRETE COVER
..........20.8 ....... CONCRETE CHIMNE
PERMIT FOR APPROVAL OF CONSTRUCTION FOR A
75.4' ...... VIA. ZNISHED GRADE SANITARY NOTES -
WA SINGLE FAMILY RES IDEMOEONLY
!_4
z
.................... EEP EXPANSION POOL 6' CONCRETE REIN SLAB 1. THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH,
5.5..............- 6P6�ED: 0 4' MAX F 6'
.......... STY 0< 4' SDR 35 2. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE
2 *........ PITCH 1/6' F F
test hole ..... ... rn _--8D1Ax 12'DEEP LEACHING POOL
.......... DWELLING 24'
!OOMS)�- :Mo SHALL BE PROVIDED TO THE SCDHS
VACANT ..........(4 SEDF 0
0 DEB ER E9 0 NO HOUSE TRAP INSTALLED
150' FFL(25.5) 3. OWTS UNIT TO BE SELF VENTING
DATE 8/2/2022 H.S. REF. No. R-22-1242
COVERED 9) C) 23.4) 4. UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH SAND AND GRAVEL, (SP OR SW) UNDER TRENCHES
.
LOT 8
...............
STOOP (23.7
LOT 22 1 1 3' MIN EXTENDING DOWN INTO A MINIMUM SIX-FOOT STRATA OF ACCEPTABLE SAND AND GRAVEL, EXCAVATION DEPTH TO BE TO ELEVATION. APPROVED
............................... LP 5'MIN COLLAR
0 37.0'
................ 19 DE] FE E9 R 130 MINIMUM TO ENSURE A 6' STRATA OF ACCEPTABLE SOILS, 4
................ 390 VACANT FOR MAXIMUM OF BEDROOMS
............... L(24.0 q �4
....... X EL 23.2 22.2 76# 12' to 29 12-n] EED 9 5. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER I WEEK IN ADVANCE OF RETAINING WALL AND OWTS INSTALLATION
EL(24.5) z CL DEEP ca EEI E-al 3' MIN 6, SANITARY COVERS LESS THA 60 LES WILL HAVE SAFTEY LID/COVER EXPIRES THREE YEARS F ROM DATE OF APPROVAL
COLLAR
FUJI CEN5 OWTS ED E9 E9 9 7. ALL DRYWELLS SHALL BE A MINIMUM OF 10 FEET FROM SANITARY AND WATER LINES
to DE] F-7- E9 R 8. ELECTRIC SERVICE AND UTILITY WIRES TO BE OVERHEAD Design Professional's Certification Required.
EL 24.1 ELECTRIC TO FUJI CONTROL PANEL ELECTRIC,COV&AIR SUPPY VE TO OPS PRECAST 8, BASEMENT TO REMAIN UNFINISHED Submit P.E. or R.A. Certification For
RE[AR S 113-20010'0 W VACANT REINFORCED
C80R AIR BLOWER AND ENCLOSURE CONCRETE
150' LEACHING W The Installation and Construction of the Sewage Disposal System
POOL 3' MIN, 6' MIN
FUJI CONTROL PANEL PENETRATION Use Form WWM-073
LOT 21 LOT 9 GMATR INTO VIRGIN STRATA
us OF SAND AND GRAVEL 0
1, CONCRETE - 4000 PSI AT 28 DAYS ACKFILL W BENDS i\-, T PERNAI I TED ON'
2. ALL LEACHIG POOLS SHALL BE 3' MIN, CLEAN SAND SITE INFORMATIONi
ABOVE HIGHEST EXPECTED GRIUNDWATER AND GRAVEL ADDRESS: 350 ARSHAMOMAQUE AVENUE SOUTHOLD, N.Y, TREATIVIENIT UNIT IKILET LINE(S)
PRECAST LEACHING POOL SCTM# 1000-66-2-52 IN I 11� I
SITE PLAN BASED ON SURVEY FROM KENNETH WOYCHUK L,S, DATED 5/15/2022 Oiv i\iEW CONSTRUCTION.1'
LEGEND SITE AREA 12,082.12 S.F. OR 0,28 ACRES
LP-LEACHING POOL ALL ELEVATION REFERNCED TO NAVD '88 DATUM SCDHS APPROVAL
EP- EXPANSION POOL ALL SURROUNDING LOTS THAT ARE IMPROVED HAVE PUBLIC WATER WITH 150, OF SITE Michael Mapes,P.E.
C/O - CLEANOUT DRAINAGE STRUCTURES NOTED ON SITE t 163 PENINSULA PATH
THERE ARE NO UNDERGROUND FUEL TANKS ON SITE All#
CEN5 - FUJI CEN5 440 GPD RIVERHEAD, N.Y 11901
NO SURFACE WATER WITHIN 300' OF SITE PHONE 631-369-2170
x XX,X - EXISTING SPOT ELEVATION
SURVEY OF ELK I LOT 8 MAP OF BEIXEDON ESTATES FILED MARCH 16, 1946 FILE No. 1472
30 20 10 0 10 20 30 WM WATER SERVICE 350 ARSHAMOMAQUE AVENUE
(kX) - PROPOSED SPOT ELEVATION SIZE REV.
SCALE:1"=20' E - PROP O/H ELECTRIC SERVICE S� D PROPOSED SANITARY PLAN B
DATE 8-1-2022 ISCALE:1--201- I SHEET 1
S.C.T.M. NO. DISTRICT- 1000 SECTION: 66 BLOCK: 2 LOT(S):52
MAIN POAD
TYPICAL DRYINELL CROSS SECTION
(CONC. PRECAST COMPONENTS)
6'SLAB FOR NON-TPAFFIC BEAM 0)
S'SLAB MR TRUM BEARING 4
mw DIM SEP 0 2 2022
AFFROVED INIM FW CAST IM MAW APRIINED OUW WE
WL Ir wk
PITCHED IXII- z�-GRADE, %-TPS.—
ITCHEDIA1111- U.P.,O
ED 0 VACANT CL 22.0 Towi\,
ID El 0 1 150' 163.98' 22.2
LOT 7 EL-—
LOT 23 PROF,. C
,.UMUTIES
7 N 83020110"E rn
sitt fence DWELUNGS
IT
R03AR L C W/pUBUC WATER
P. 00L E31 EL(2310)
2 . L EQP- I/D -tz 150,
10 1.
I .. :.... ......
W41V ........::...............
DRY CUIAR ENT- pROOOSED DRCkW.
6'DEEP ARFA
.---':::-:GF(23-5):-:-U C69CRETE.WASH OUT y
N 6W OF 1*01��'""
�41 EL(24. .: A,
3'LMIN. 8' 0 ....................
COLLAR
.........
E
BACK FILL MATERIAL TO 8
CLMN SAND AND GRAVEL Cr
"q 42.5' Z-4'*'*',',',','I'I','I','".,-
Ln .. 15. .........................
Ci .5-"'*."'.*".".'*."'-'-'-' POSED o
.0
VACANT 9b
TYPICAL SILT 150,
In -mu
SCREEN SECTION ......
ED 0 T a "A
LOT 8
Co
P
GEOTExnLE FABRIC LOT 22 SO ....... . .... .... ...
SUPPORT POM
7.0'
......... ... .
WOOD OR MEIAL .0'... 37.0' EL 23.Z
VACANT
............. EL(24.0)
FLOW DIRECTION EL(24.5) CL 22.2 76
P
EXCAVATED AND
BACKFIU-ED TRENCH IS8.64'
EX NG GROUND EL 24.1 P CE
REsAR S 83-20'10"w UNDER CONST-
I t 1 75'
W1pUBUC WATER 50'MIN.
LOT (i BUT SUFRU-EITrT6--I?I1I5
LOT 21 SEDIMENT ON SITE
VACANT HAY BAIL AND/OR
DWELLINGS SILT FENCING
75' TYPICAL CLEAN OUT W1puBUC WATER w
NON-CONFORMiNG LOT 150,
FRONT YARD: 35'MIN SLATE OR STOPPER END
C
C
SIDE YARD: 10'MIN, 25' TOTAL SUITABLE COVER LUG
REAR YARD: 35' MIN
C14
iy U-
0 q 10
7HE WA7E-R SUPPLY ELEV. 22.8
WEUS, DRYWELLS AND CESSPOOL
LOCA77ONS SHOWN ARE FROM F7ELD OBSERVA77ONS w
AND OR DATA OBTAINED FROM 07HERS REVISED 08-15-22 OL DR BROWN a
30* ELBOW 0* CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED
LOAM Wy LLI 0/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA
AREA: 12,082.12 SQ.FT. or 0.28 ACRES ELEVA77ON DATUM- NAVD88 BROWN 6;0* WYE FILL TO 18- (M;n.) ABOVE EXISTING GRADE FOR DRAINAGE
UNAL17HORMED AL7ER477ON OR ADD177ON 70 THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STA7E'EDUC4770N LAW. COPIES aF THIS SURVEY ML SILT 3'
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY GUARAN7EES INDICA 7ED HEREON SHALL RUN FLOW-0— r
ONLY 70 THE PERSON FOR WfOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF'70 7HE 717LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS777U77ON PALE
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU7701V, GUARAN7FES ARE NOT IPRANML�ERABLE. BROWN DRAINAGE CALCULATION
INE OFFSETS OR DIMENSIONS SFIPOW HEREON FROM THE PROPERTY LINES 70 THE S7RUCYURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE FINE
NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE INE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS SP TO
ANDIOR SUBSURFACE S7RUCYURES RECORDED OR UNRECORDED ARE NOT GUARANIEED UNLESS PHYNCALLY EWDE14T ON THE PREMISES AT 7HE 77ME OF SURVEY MEDIUM PROPOSED DWELLING WICOVERED PORCH: 1,916 SQ.FF.
SURVEY OF. LOT 8 - BLOCK 1 CERTIFIED TO: SLIGO CONSTRUCTION; SAND 1,916 x 0.166=318cf REQUIRED
(1) B'DIA x 4' DEEP DRYWELL=177cf PROVIDED
MAP OR 13EIXEDON ESTATES (1) 8'DIA x 6' DEEP DRYWELL=265cf PROVIDED
FILED: MARCH 16, 1946 No.1472 TOTAL: 442cf PROVIDED
SITUATED AT.- SOUTHOLD �OVERSIZED FOR POOL
WASTE WATER
TOWN OF.SOUTHOLD 0 30 60
SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHIJK LAND SURVEYING, PUC NO WATER
Professional Land Surveying and Design L--------J— 17'
N, 411wa P.O. Box 153 Aquebogue, New York 11931 FEB. 6. 2022
McDONALD GEOSCIENCE
FILE # 222-80 SCALE.1"=30' DATE: MAY 15, 2022 N.YS. USC. NO. 050862 PHONE (831)298-1588 PAX(631) 288-1588
S.C.T.M. NO. DISTRICT: 1000 SECTION: 66 BLOCK: 2 LOT(S):52
TYPICAL DRYWELL CROSS SECTION ja�(w MAIN ROAD
(CONC. PRECAST COMPONENM)
ir"FOR NON-7PAIFFIC BEARING U.P.
W SL49 FOR Ti WRING NFAVV'DUW
APPROVED IldhT PG'E FRAW AND APPROVED OUTIEr PIPE
WL 4'DIA. GRADE 70 11DOVASION RNIGS
Pi lArIl. ION.4*DA.
VCHED 1,1r/1' CL 22.0
D El 0 VACANT
=0 ON' 150, 163, 98, EL 22.2
LOT 23 LOT 7
7 �4 83020'10'1 cn
DWELLINGS
P. PROP. L C '1_1 0") Ei W/puBLIC; WATER
2 .4 POOL EQP- FOR POOL, 0 150'
WATER 23.7
OOSED Ci
CELLAR PRO. .. 'a
g,Dft6'DEEP b
cMCRFTE WASH
i OF -POS
3'MIN. 81
20.9'
COUAR 0 .75.4'
BACK FILL MATERIAL TO BE w (A
CLEAN SAND AND GRAVEL "q ......... 7.0 0�
U, 44.7' 40.2'
15' 0
C� 5.5 FOUNDATION 0
LOCATION 11-7-22 Ak
VACANT 'b
TYPICAL SILT z
SCREEN SECTION 150, . .....
(A 0 Ln
111111114
,� -A
LOT X
GEOTExnLE 11i LOT 72 5. 4'
PPORr POSTS
WOOD 7
I,---SU 32.1' .0' 37 0' EL 222 VACANT
16,:-:.*-,: 24.0) CL -
FLOW DIRECTION 76'
ITFi;� EL(24.5) .�R 0
(I
%WELY
EXCAVATED AND
EACXRLLED TRENC 158-64'
NO GROUND
EL 24.1 PROP. L CE
011
REEIAR S83 2011
UNDER CONST.
75' 50'MIN.
LOT 9 W/pUBLJC WATER BUT SUM
LOT 21 SEDIMENT ON SITE
VACANT HAY BAIL AND/OR
DWELLINGS SILT FENCING
75' TYPICAL CLEAN OUT WIpUsUC WATER
NON—CONFORMING LOT SLATE OR 150'
FRONT YARD. 35'MIN STOPPER END
SIDE YARD: 10'MIN, 25' TOTAL SUITABLE CO \c
VER OR PLUG
REAR YARD: 35' MIN
r= of C4
ME 11i RIPPLY WELLS, DRYWELLS AND CESSPOOL FND. LOC. 11-07-22 of L� .*.'
0 4Q
22.8
LOCA71ONS SHOW ARE FROM RELD OBSERVA77ONS REV`1SED 10-10-22
AND OR DATA OBTAINED FROM 07HERS. REVISED 08-15-22 OL OR BROWN 30' ELBOW
LOAM BOW CONSTRUCTION ENTRANCE FOUNDATION OF COMPACTED
-.3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.&
AREA: 12,082.12 SQ.FT. or 0.28 ACRES VA77ON DATUM.* NAVD88 BROWN 60" WYE PLL TO IS- (Mlnj ABOVE DGSTING GRADE FOR DRAINAGE
UNAUTHORIZED ALTERATION OR ADD17701V 70 THIS SURVEY IS A WOLA7701V OF SEC770M 7209 OF THE NEW YORK STA7FEDUCA77ON LAW COPIES OF THIS SURVEY ML SILT .3'
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SE4L 5VALL NOT BE CONWDERED TO BE A VALID TRUE COPY GUARANTEES INDIC470 HEREON WALL RUN —7— FLOW-ii
ONLY TV THE PERSON FOR WOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS77TU77ON PALE
LISTED HEREON, AND 70 THE ASSICNEES OF THE LENDING INS777UI701V. GUARANTEES ARE'NOT TRANSFERABLE. BROWN
THE OFFSETS OR DIMENSIONS SHOW HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPEaRC PURPOSE AND USE THEREFORE THEY ARE FINE DRAINAGE CALCULATION
NOT INTENDED 70 MONOMENT THE PROPERTY UNES OR TO GUIDE THE ERECTION OF FEN= ADD17IONAL SIRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS SID TO LOT COVERAGE (MAX 207.)
ANDIOR SUBSURFACE S7RUC,7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE 77ME OF SURVEY MEDIUM PROPOSED DWELLING WICOVERED PORCH: 1,871 SQ.FF.
SURVEY OF. LOT 8 — BLOCK 1 SLIGO CONSTRUCTION; SAND 1,871 x 0.166=311cf REQUIRED DWELLING WICOVERED PORCH: 1,871 S.F.
MAPOR BEIXEDON ESTATES CERTIFIED TO: (1) 8'DIA X 4' DEEP DRYWELL=177cf PROVIDED SWIMMING POOL: 512 S.F.
FiLm. MARCH 16, 1946 No.1472 (1) 8'DIA x 6' DEEP DRYWELL=265cf PROVIDED 2383 S.F. or 19.77.
TOTAL: 442cf PROVIDED
SITUATED AT- SOUTHOLD "CIVER31ZED FOR POOL
TOWN OR SOUTHOLD KENNETH M WOYCHIJK LAND SURVEYING, PLLC NO WATER 0 30 60 WASTE WATER
SUFFOLK COUNTY, NEW YORK goo, Professional land Surveying and Design F EB. 6, 2022 17' 1
P1,4 P.O. Box 153 Aquebogue, New York 11931 MCC CINALD GEOSCIENCE
FILE # 222-80 SCALE.1"=30' DATE: MAY 15, 2022 N.YS. LISC. NO. 0508,92 PHONE (631)298-15M VAX(631) 288-1588
COUNTY SE-l"VICE S
S.C.T.M. NO. DISTRICT: 1000 SECTION: 66 BLOCK: 2 LOT(S):52 �_O I
AVill"RIOVAL .)11 C0 NIS I H,UC-FE'D VV` PKIE- OAD
J
#R-22-1242 MAIN
2023
JUN 2
Date 6/20/2023 H,S�. R R-22-1242
Zo
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A k)c"a",;,.III hovi!�-enn U.P.
7
(N
b,),this Delportc-lent c-�-otht'-.� �f�'je.116czs @:I(! ('ourdl
4
to be OF
CL 22.0
CJ,,,0,1G KNEPI"'Ll", RE_ CH-OL"11;
V'%Iaq�
0 163.981 EL 22. RE13AR
LOT 7
LOT 23
N 83020'1011 E
0
REBAR DRY WELL >4 0
NIRE FENCE
4 5, pos I i B'DIA%6'DEEP CURB
EL 2 .4 N .... ELG. BLK.
DRY 1 0
............
'\WELL/ ....................
T. 8......................
CELLAR EN . ....................
0 �GE.....
GAR LU4 RCA DRIVEWAY BASE
-'-'-'PF 25.0:-:-:-:-%4
..... .......
LQ ....... .........................................
0 ..... ...............%%%*...............
.......... .....................
U.) ... ............. .......
\,q LJ .* ) IN
............ -CA
...... ......... 7
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Uj ... .... ......... V
......0 ....... W.
..... ....... STY . 0
0 .....
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04 .... ........... rn FUTURE
..... te) ........
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LOT �EDROOM'.".' 501 1 E)(P
0
VACANT Z_ CONC/STONE k, /cP-
.......... C31
150' PATIO 1-4 Uj
0 ...... ....... D 0 55 EEP
002 D
........................
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.......... .... ...................... .......
LOT 22 3 X9 LP
................................
................. ...........................
............
...............32.1 CL 22 2
............. O.H. WIR
ADD EXP L.P. 06-06-23 -13 DRY WELL ...... 0 18.5
I /DRY\ 31 EL 23.2
FINAL SURVEY 05-17-23 8 DIAX6'DEEP I 4�_
FND. LOC. 11-07-22 0 1 1 POOL **0\IERSIZED FOR pOOL k WELL I -
1 EQP.
I WASTE WATER 158.64
L___j
NON—CONFORMING LOT 5, P,oSf/WIRF FENCE
FRONT YARD: 35'MIN EL 24.1
SIDE YARD: 10'MIN, 25' TOTAL
REAR YARD: 35' MIN
REBAR S 830201101t W
THE WAIER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOT 9
LOCA71ONS SHOW ARE FROM FIELD OBSERVA77ONS
AND OR DATA OBTAINED FROM 07HERS LOT 21
AREA: 12,082.12 SQ.FT. or 0.28 ACRES ELEVATION DATUM.' NAVD88
UNAUTHORIZED AL 7E'RA 77ON OR ADD177ON TO THIS SURVEY IS A WOLA 77ON OF SEC77ON 7209 OF THE NEW YORK SIA 7E'EDUCA 77ON LA W. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENCY AND LENDING INS77IU77ON DRAINAGE CALCULATION
LISTED HEREON AND 70 THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE Nor TRANSFERABLE. LOT COVERAGE (MAX 207.)
WE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIF7C PURPOSE AND USE THEREFORE THEY ARE
NOT 1N7EJVDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FFJVCE.% ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENT& EASEMENTS PROPOSED DWELLING WICOVERED PORCH: 1,871 SQ.FT. DWELLING WICOVERED PORCH: 1,871 S.F.
ANDIOR SUBSURFACE S7RUC?URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYMCALLY EVIDEWT ON THE PREMISES AT THE 77ME OF SURVEY 1,871 x 0.166=311cf REQUIRED SWIMMING POOL: 512 S.F.
SURVEY CF; LOT 8 F (1) 8'DIA x 4' DEEP DRYWELL=177cf PROVIDED
— BLOCK 1 OF �J�' CERTIFIED To: SLIGO CONSTRUCTION;
MAP OF. BEIXEDON ESTATES M. (1) 8'DIA x 6' DEEP DRYWELL=265cf PROVIDED 2383 S.F. or 19.7%
FILED: MARCH 16, 1946 No.1472 C.; c� TOTAL: 442cf PROVIDED
SITUATED AT:SOUTHOLD **OVERSIZED FOR POOL
0 WASTE WATER
Tom OF.SOUTHOLD c)
SUFFOLK COUNTY, NEW YORK ]KENNETH M WOYCEIUK LAND SURVEYING, PLLC
1 0 41 05os82. q-
Professional land Surveying and Design
P.O. Box 153 Aquebogue. New York 11931
FILE #222-80 SCALE:1"=20' DATE:MAY I�J, /_U/_4 N.YS. LISC. NO. 050882 PHONE (631)208-1588 FAX(631) 298-1588
'--.18
CERTIFICATE OF LIABILITY INSURANCE DATE(MMMDNYYY)
1 07/2812022
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADD17IONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
PRODUCER CONTACT
-NAME: Lisa Marie
Aspen Agency Inc PHONE
IAIC.No.E,,.. 631-471-7575 %C,No): (631)389-2439
191 Ronkonkoma Ave E-MAL
Ronkonkoma NY 11779 -ADDRESS: lisa@aspen-ny.com
INSURER(S)AFFORDING COVERAGE NAIC#
INSURER A: Southwest Marine&General Insurance Cc
INSURED -INSURER B:
Sligo Construction Corp INSURER C:
1365 WATERSEDGE WAY -INSURER D,
Southold,NY 11971 INS UR.ERE
I INSURER F:
COVERAGES CERTIFICATE NUMBER: 00019981-645071 REVISION NUMBER: 34
THIS IS To CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR ADDL SUBR POLICYEFF POLICY EXP
LTR TYPE OF INSURANCE_1=WYD POLICY NUMBER (MMn3DNyyy) (MMIOpNyyy) LIMITS
A X COMMERCIAL GENERAL LIABILITY GL2021 RLHOO455 1011512021 1011512022 EACH OCCURRENCE $ 000000
-7
CLAIMS-MADE OCCUR PUMAGE TO RENTED
ISS('. .curren $ 100,000
MED EXP(Any one person) $ 5,000
PERSONAL&ADV INJURY $ 1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000
POLICY 0 PRO-
JECT F-1 LOa PRODUCTS-COMP16P AGG $ 2.000.000
OTHER: $
AUTOMOBILE LIABILITY COMBINEU-S—INGLE LIMIT $
— (Ea accident)
— ANY AUTO BODILY INJURY(Per person) $
OWNED SCHEDULED
— AUTOS ONLY AUTOS BODILY INJURY(Per accident) $
HIRED NON-OWNED PROPERTYDAMAGE
— AUTOS ONLY AUTOS ONLY (Per accident) $
UMBRELLA LIAB OCCUR EACH OCCURRENCE $
DEXCESS LIAB CLAIMS-MADE AGGREGATE $
OED I I RETENTION$ $
WORKERS COMPENSATION SPTERT —7-70—TH-
AND EMPLOYERV LIABILITY Y/N A UTE I I ER
ANY PROPRIETOR/PARTNER/EXECUTP,/E —
OFFICERIMEMBER EXCLUDED? r N/A E.L.EACH ACCIDENT $
(MandatDryrInINH) E.L-DISEASE-EA EMPtOYEE $
,,describe under
D RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $
DESCRIPTION OF OPERATIONS I LOCATIONS IVEHICLES (ACORD 101,Additional Remarks Schedul%maybe attached If more space Is required)
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
53095 ROUTE 25A
Southold, NY 11971 AUTHORIZ PR SENTATIVE
(LIS)
@ 1988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by LIS on 07/28/2022 at 01:03PM
NYSIF
New York State Insurance Fund
PO Box 66699,Albany,NY 12206
nysif.com
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED)
AAAAAA 582445685
SLIGO CONSTRUCTION CORP
1365 WATERSEDGE WAY
SOUTHOLD NY 11971 0 ft..ao,
SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
SLIGO CONSTRUCTION CORP TOWN OF SOUTHOLD
1365 WATERSEDGE WAY 54375 ROUTE 25
SOUTHOLD NY 11971 PO BOX 1179
SOUTHOLD NY 11971
POLICY NUMBER PCERTIFICATE NUMBER POLICY PERIOD DATE
1135373 - 877711 04/15/2022 TO 04/15/2023 8/2/2022
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 1353733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR
WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS,
OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:I/WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW
YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS.
THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE
INSURED CORPORATION.
PAUL DAVEY PRESIDENT AND
LISA DAVEY VICE PRESIDENT OF
SLIGO CONSTRUCTION CORP
(A TWO PERSON CORP)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THECOVERAGE AFFORDED BY THE POLICY.
BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES
TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OFTHEPOLICY.
NEW YORK STAT S7NCE FUND
The
DIRECTOR,INSURANCE FUND UNDERWRITING
VALIDATION NUMBER:381485823
U-26.3
MR
S of Cbnsumer-A
0 Wy Eiecittive- ," ' 0 ce irs
uiterd 4o
ilk,
YORK 14-788 ,
VETERANS MEMO,RJ- AL-HIGHWAY. HAUPPAUGE,NEW
46i 29373,-H.
DATE ISSUED:
j -SUFFOLK COUNTY
on or i
t. C t
rovemen
me J np L *eense
Thi§Js.to.,certif�thar-, j�AUJLJ,DAVEY
doffig,business,,as-�'. SLIGO CONSTRUCTUON CORP
ha ng furni sh'd,th ' i of a p rues.'
vi e erequireinentss.et'jort in accordance witl�.'and s�ubiect to the provis ons plicabi,elaws"' 'I
n f usiness as aEOME
�.and regul�tiohs of th6,.06 ofS 6ik-'state'of New York"i�b&eb licens6d.466ol. didb'
y
IMP
ROVEMENT CONTRACT in the County.of Suffilk.
Additional Businesses
q
NOT VA-LID WITHOUT.
'N
DEPARTME,-TAL:SE AL
,�NDA.CURRXNT,
CARD-
CONSUINIEkA:FFMR�-',
Director'..�,
Suffolk County Dept.of.
Labori-Licensing Consumer Affairs
-HOME IMPROVEMENT LICENSE
Name
PAUL J DAVEY
BushiessName
this'certifies'that6e
ieareri I s duly licensed SLIGO CONSTRUCTIONLCORP�
Dy ihe County of suff�lk
License Number:H-29373
Rosalie Drago Issued; 08122/2001
CoMmissioner -Ex
pires: 08/0112023
CGenerated by REScheck-Web Software
�J( Compliance Certificate
Project 350 Arshamomaque Ave, Southold
Energy Code: 2018 IIECC
Location: Southold, New York
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 2,405 ft2
Glazing Area 10%
Climate Zone: 4 (SS72 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
350 Arshamomaque Ave,Southold 350 Arshamomaque Ave, Southold Energy Rating Service Inc Matt
Wahl Islip Terrace, NY 11752 631-
566-8439
connpliance:� Passes using UA trade-off
Compliance: 3.0%Better Than Code Maximum UA: 368 Your UA: 357 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.
S!ab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in RESchecle.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
Assembly or Cavity Cent. �Prop. Reqi Prop. Req.
Perimeter R-Value R-Value U-Factor U-Factor UA UA
Ceiling 9. Flat Ceiling or Scissor Truss 76 38.0 0.0 0.030 0.026 2 2
Ceiling 8:Flat Ceiling or Scissor Truss 53 38.0 0.0 0.030 0.026 2 1
Ceiling 7:Flat Ceiling or Scissor Truss 3.9 38.0 0.0 0.030 0.026 1 0
Ceiling 6: Flat Ceiling or Scissor Truss 202 38.0 0.0 0.030 0.026 6 5
Ceiling 5: Flat Ceiling or Scissor Truss 253 38.0 0.0 0.030 0.026 8 7
Ceiling 3: Flat Ceiling or Scissor Truss 160 38.0 0.0 0.030 0.026 5 4
Ceiling 1: Flat Ceiling or Scissor Truss 403 38.0 0.0 0.030 0.026 12 10
Ceiling 2: Cathedral Ceiling 78 30.0 0.0 0.034 0.026 2 2
Skylight 1:Wood Frame:Double Pane with Low-E
SHGC:0.36 9 0.500 0.550 5 5
Ceiling 4: Cathedral Ceiling 106 30.0 0.0 O.D34 0.026 4 3
Wall 1:Wood Frame, 16"o.c. 112 15.0 3.o 0.061 0.060 5 5
Window 1:Other 29 0.300 0.320 9 9
SHGC:0.30
Wall 2:Wood Frame, 16" o.c. 248 15.0 3.0 0.061 0.060 14 14
Window 2:Other
SHGC:0.30 14 0.300 0.320 4 4
Project Title: 350 Arshamomaque Ave, Southold Report date: 06/02/22
Data flienarne: Page 1 of1l
Assembly Gross Area Cavity Cont. Prop. Req. Prop. Req.
or R-Value R-Value LI-Factor U-Factor UA UA
Perimeter
Wall 3: Wood Frame, 16"ox. 80 15.0 3.0 0.061 0.060 5 5
Window 3: Other
SHGC: 0.30 5 0.300 0.320 2 2
Wall 4:Wood Frame, 16"o.c. 60 15.0 0.0 0.077 0.060 5 4
Wall 5: Wood Frame, 16"c.c. 128 15.0 3.0 0.061 0.060 7 7
Window 4: Other
SHGC: 0.30 17 0.300 0.320 5 5
Wall 6:Wood Frame, 16"o.c. 128 15.0 3.0 0.061 0.060 8 8
Wall 7:Wood Frame, 16"ox. 120 15.0 3.0 0.061 0.060 7 7
Wall 8:Wood Frame, 16"o.c. 120 15.0 3.o 0.061 0.060 6 5
Window 5:Other 29 0.300 0.320 9 9
SHGC: 0.30
Wall 9:Wood Frame, 16"o.c. as 15.0 3.0 0.061 0.060 4 4
Window 6: Other
SHGC. 0.30 29 0.300 0.320 9 9
Wall 10:Wood Frame, 16"o.c. 112 15.0 3.0 0.061 0.060 7 6
Window 7:Other
SHGC:0.30 5 0.300 0.320 2 2
Wall 11:Wood Frame, 16"ox. 90 19.0 3.0 0.050 0.060 5 5
Wall 12:Wood Frame, 16"ox. 36 15.0 3.0 0.061 0.060 2 2
Window 8:Other
SHGC: 0.30 6 0.300 0.320 2 2
Wall 13.Wood Frame,16"o.c. 54 15.0 3.0 0.061 0.060 3 3
Wall 14:Wood Frame, 16"o.c. 216 15.0 3.0 0.061 0.060 11 11
Window 9:Other
SHGC:0.30 28 0.300 0.320 8 9
Wall 15:Wood Frame, 16" o.c. 126 15.0 3.0 0.061 0.060 8 8
Wall 16:Wood Frame,16"o.c. 234 15.0 3.0 0.061 0.060 11 11
Window 10:Other
SHGC:0.30 9 0.300 0.320 3 3
Window 11: Other
SHGC: 0.30 43 0.300 0.320 13 14
Wall 17:Wood Frame, 16"o.c. 234 15.0 3.0 0.061 0.060 8 8
Door 1:Solid 21 0.390 0.320 8 7
Window 12:Other
SHGC: 0.30 84 0.300 0.320 25 27
Wall 18:Wood Frame, 16" ox. 288 15.0 3.0 0.061 0.060 18 17
Wall 19:Wood Frame, 16"ox. 126 15.0 0.0 0.077 0.060 10 a
Wall 20:Wood Frame, 16"o.c. 171 15.0 3.0 0.061 0.060 10 10
Wall 21:Wood Frame, 16"o.c. 77 15.0 3.0 0.061 0.060 5 5
Floor 1:All-Wood Joistfrruss:Over Outside Air 403 30.0 0.0 0.033 0.047 13 19
Floor 2:All-Wood joistfrruss:Over Outside Air 323 30.0 0.0 0.033 0.047 11 15
Floor 3:All-Wood Joistfrruss;Over Outside Air 36 30.0 0.0 0.033 0.047 1 2
Floor 4:All-Wood Joistfrruss:Over Outside Air 807 30.0 0.0 0.033 0.047 27 38
Project Title: 350 Arsharnornaclue Ave, Southold Report date: 06/02/22
Data filename: Page 2 of1I
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.
matthew wahl, hers rater 2572845 Digitally signed by Matthew Wahl
Matthew Wahl 02?-n6-O7 10-17-37-04'00
Name-Title ature
Date
Project Title: 350 Arsharnomaque Ave, Southold Report date: 06/02/22
Data filenarne: Page 3 of 11
RESc eck 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 V'
V'o -'Pians� enfied Vleid Ve�4ie
-Comp es?,
4. -�re-ln�p on/Plan ke�vie Cornments/As"suimpt"
ecti
& e Value Val", jons
R q.lD
103.1, ;Construction drawings and :Requirement will be met.
E]Complies
�'E]Does Not
103.2 ;documentation demonstrate
[PR111 :energy code compliance for the
'T]Not Observable
;building envelope.Thermal
E]Not Applicable
:envelope represented on
;construction documents.
103.1, iConstruction drawings and
iElComplies i Requirement will be met.
103.2. documentation demonstrate
EDoes Not
403.7 :energy code compliance for
"iE]Not Observable
[PR311 lighting and mechanical systems. i
iSystems serving multiple 1EINot Applicable
:,dwelling units must demonstrate
:compliance with the IECC L
iCommercial Provisions.
"?,'Heating and cooling equipment is: Heating: Heating: LIComplies Requirement will be met.
403.7_ �sized per ACCA Manual S based Btu/hr Btu/hr Eboes Not
[PR�]2_- "on loads calculated per ACCA Cooling: Cooling: :E]Not Observable
iManual J or other methods
Btu/h r 1 Btu/hr
,,,approved by the code official. tlNot Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,1 Low lmpact:(�rier3)
Project Title: 350 Arshamomaque Ave, Southold Report date: 06/02/22
Data filename: Page 4 of 11
'Sectio
n
In spe ction C6rnrhent91AssUrnpVons
Foiiniciation CoiTipl
&
J624?J'_ �A protective covering is installed to flComplies Requirement will be met.
1�011]2 protect exposed exterior insulation �E]Does Not
and extends a minimum of 6 in. below
:[]Not Observable:
,�gracle. I
'E]Not Applicable
Isnow-and ice-melting system controls:E]Com plies ;Requirement will be met.
2 1 t
IM121 installed. E[Does Not
;,[]Not Observable:
:E]Not Applicable
Additional CornmentslAssumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) Low Impact(Tier 3)
Project Title: 350 Arsharnornaclue Ave, Southold Report date: 06/02/22
Data filenarne: Page 5 of 11
Se
led Fi
P166!�Nf6rif eld�eilihddl
I Orai�in' gi[R-ough-In Ins --c P,I, S7 r1i6rits/Aiisump' tion s
pection lue
__C
_Va
& F
402.1.1, !Door U-factor. U_ U_ '13Complies See the Envelope Assemblies
402.3.4 ElDoes Not table for values.
[FR1]1
:[]Not Observable
iElNot Applicable
402.1.1, Glazing U-factor(area-weighted U- U_ flComplies See the Envelope Assemblies
402.3.1, 'average). ElDoes Not table for values.
402.3.3,
402.5 E]Not Observable
t1Not Applicable
JFR211
303.1.3 U-factors of fenestration products f 'ElComplies
'Requirement will be met.
UDoes Not
JFR4]1 !are determined in accordance
;with the NFRC test procedure or
11101 7 1�I I I . 1,-.1 ,-",,'E]Not Observable
itaken from the default table.
EINot Applicable
402.1.1, 'Skylight U-factor. U U
ElComplies i See the Envelope Assemblies
402.3.3, :table for values.
ElDoes Not
4023.6,
402.5 ENot Observable
[FR511 t1Not Applicable
402.4.1.1 Wr barrier and thermal barrier �[]Complies :Requirement will be met.
[FR2311 :installed per manufacturer's
T]Does Not
instructions. I
14-1 -1,[3Not Observable
�[]Not Applicable
TIComplies 'Requirement will be met.
402.4.3 ;,Fenestration that is not site built
[FR20]1 ;is listed and labeled as meeting
T]Do
es Not
:AAMA/WDMA/CSA 101/1.5.2/A440
_.�E]Not Observable
!or has i nfi Itration rates per N FRC
'EINot AppliCaDle
!4UU that do not exceed code
;Hmits.
402.4.5 X-rated recessed lighting fixtures LIComplies ;Requirement will be met.
F 16]2' L;
R 'sealed at housing/interior finish _'10Does Not
land labeled to indicate:c2.0 cfm
T]Not Observable
leakage at 75 Pa.
'EINot Applicable
403.3.1 ;,Supply and return ducts in attics
ElComplies 'Requirement will be met.
[FR12]1 4 insulated >= R-B where duct is ElDoes Not
i�>= 3 inches in diameter and>_
UNot Observable
I R-6 where< 3 inches.Supply and
'EINot Applicable
return ducts in other portions of
�the building insulated >=R-6 for j
:diameter>=3 inches and R-4.2
�for<3 inches in diameter.
403.3.2 IDucts, air handlers and filter Ucomplies Requirement will be met.
[FR1311 �boxes are sealed with DDoes Not
�joints/seams compliant with
41 ;E]Not Observable
,international Mechanical Code or 2
EINot Applicable
iInternational Residential Code,as i
i
,applicable.
4033.5 -.,!Building cavities are not used as
'Elcomplies Requirement will be met.
[rR!5]3 -'ducts or plenums.
TIDoes Not
�[]Not Observable
1EINot Applicable
403.4 �IHVAC piping conveying fluids R- R- UComplies Requirement will be met.
[FR1712
above 105 PF or chilled fluids ElDoes Not
'below 55 9F are insulated to�-R-
I !E]Not Observable
3.
:E]Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3)
Project Title: 350 Arshamomaque Ave, Southold Report date: 06/02/22
Data filename: Page 6 of'11
-Section -
# Framing Ro I ugh-In In Pl.ans"Veri ie, fied ?-
'Atornplies. zon',rne nts/A!isurnptIon's_
VaWe
&Re4.ID
403.4.1 :Protection of insulation on HVAC 0C h !Requirement will be met.
i omp ies
[FR2411 piping.
Does Not
'[-]Not Observable
'E]Not Applicable
40J.'53_'z -j Hot water pipes are insulated to R- R- flComplies :Requirement will be met.
[PR18]2, `,'�R-3. TIDoes Not
41 :E]Not Observable
UNot Applicable
IflComplies Requirement will be met.
403.6 Automatic or gravity dampers are
fl�111912 "installed on all outdoor air
E]Does Not
intakes and exhausts. j,
',FlNot Observable
E]Not Applicable
Additional Comments/Assumptions:
11 High impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 350 Arshamomaque Ave, Southold Report date: 06/02/22
Data filenarne: Page 7 ofll
ction
s Ve
A
-Se-#, Insulatidn Inspection -Plan . riiiiieo
COMP11111 ornmentiiAs.'sumptions
Value Value
&Reig.11)
Field,VeHfie 7 ic
303.t- "'-,'All installed insulation is labeled ElComplies 'Requirement will be met.
[11\111�]2 or the installed R-values
',X]Does Not
provided.
'E]Not Observable i
.�E]Not Applicable
402.1.1, ;Floor insulation R-value. R- R- I]Complies See the Envelope Assemblies
402.2.6 Jable for values.
E] Wood Wood PDoes Not
[IN111
E] Steel EJ Steel :E]Not Observable
'E]Not Applicable
3032, �Floor insulation installed per
Requirement will be met.
402,2_8 !manufacturer's instructions and
1EIDoes Not
[IN211 :in substantial contact with the
'[3Not Observable
4 underside of the subfloor,or floor
"ONot Applicable
:framing cavity insulation is in
,contact with the top side of
:sheathing, or continuous
i insulation is installed on the
;underside of floor framing and I.,
extends from the bottom to the
itop of all perimeter floor framing
�members.
402.1.1, :Wall insulation R-value.If this Is a J' R- R- ;E]Complies :See the Envelope Assemblies
402-2.5, ',mass wall with at least 1/2 of the :table for values.
E] Wood Wood ;E]Does Not
402.2.6 �.wall insulation on the wall E] Mass El Mass E]Not Observable
[IN311 �exterior,the exterior insulation
Steel El Steel tlNot Applicable
;requirement applies (FR10).
303.2 :Wall insulation is installed per
[]Complies ;Requirement will be met.
[IN412 ;manufacturer's instructions. DDoes Not
s
E]Not Ob ervable
X]Not Applicable
Additional Comments/Assumptions:
11 High impact(Tier 1) Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 350 Arsharnomaclue Ave, Southold Report date: 06/02/22
Data filenarne: Page 8 of1l
.Se
ctioK: Field-V41rifi
41 Finalln'spettion Proviiiions-, Comp ies? e nts/Aisumlitioni
U
Val
& ue - Val e
. eq.ID� I - —
402.1.1, Ceiling insulation R-value. i R- R- ElComplies See the Envelope Assemblies
402.2.1, :table for values.
Wood F1 Wood ElDoes Not
402.2.2,
Steel E] Steel �E]Not Observable
402.2.6
[Fill 3. 'EINot Applicable
303.1.1.1,;Ceiling insulation installed per
I]Complies :Requirement will be met.
303.2 :manufacturer's instructions. IlDoes Not
[F1211 ;Blown insulation marked eve
ry -�",i0l\lot Observable
300 ft2.
'tlNot Applicable
402.2.3 'Vented attics with air permeable i TIComplies ;Requirement will be met.
12 1
[F122 i insulation include baffle adjacent �I
Not
;to soffit and eave vents that
'ElNot Observable
extends over insulation.
:'ElNot Applic ble
a
402.2.4 :Attic access hatch and door R-
R- L]Complies ;Requirement will be met.
[F13.11 ;insulation a:R-value of the ElDoes Not
i adjacent assembly.
:E]Not Observable
�,O]Mot Applicable
402.4.1.2 ;,Blower door test @ 50 Pa. <=5 :i ACH 50 ACH 50 ElComplies
i Requirement will be met.
[FI17]1 ach in Climate Zones 1-2,and E]Does Not
<=3 ach in Climate Zones 3-8.
�E]Not Observable
:ElNot Applicable
403.3.3 Ducts are pressure tested to
I cfm/100 cfm/100 ElComplies ;Requirement will be met.
[92711 ;determine air leakage with ft2
QDoes Not
�elther: Rough-in test:Total
I 'E]Not Observable
1eakage measured with a
�pressure differential of 0.1 inch :ElNot Applicable
,w.g.across the system including
:the manufacturer's air handier
,:enclosure if installed at time of
ftest.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 buct tightness test result of<=4 cfm/100 cfm/100 ;ElComplies ;Requirement will be met.
11 ft2
[F14' �cfm/100 ft2 across the system or ft2
I j UDoes Not
�<=3 cfm/100 ft2 without air
-in
;handier @ 25 Pa. For rough �E]Not Observable
:tests,verification may need to �,E]Not Applicable
i
,occur during Framing Inspection.
403.3.2.1 :
Ar handier leakage designated i TIComplies :Requirement will be met.
[1`12411 by manufacturer at<=2%of TIDoes Not
design air flow.
iClNot Observable
't]Not Applicable
;Program tats
403- mable thermos :Requirement will be met.
[F19.12
installed for control of primary TIDoes Not
�,heating and cooling systems and
initially set by manufacturer to Observable
code specifications. TINot Applicable
403.1.2-.' IHeat pump thermostat installed ies Requirement will be met.
"Elcompi
[FI10]2' on heat pumps.
!E]Does Not
jElNot Observable
ElNot Applicable
4035.1 �'Circulating service hot water ElComplies Requirement will be met.
[Flll]2��- �'systems have automatic or
'E]Does Not
accessible manual controls.
'E]Not Observable
E]Not Applicable
I I High Impact(Tier 1) 1,2,1 Medium Impact(Tier 2) 3 1 Low Impact(Tier�3)
Project Title: 350 Arsharnornaclue Ave, Southold Report date: 06/02/22
Data filenarne: Page 9 of'11
-Sectiori
rd%dA6ns1.` Ti� IF
P-1 i:i;Wrified
4 iinati�inSDe 'lei
�tion 0Mp If nfsjAsj6mDii
e ons'
2:7, ue,,. Va ue.-.
& Req
403.6J',_ All mechanical ventilation system
Complies I Requirement will be met.
[1`1�5 1]2: -.,,'fans not part of tested and listed i _UDoes Not
�HVAC equipment meet efficac
y
,":�E]Not Observable I
and air flow limits per Table
El Not App lica ble
'R403-6.1.
TIcomplies
463._�',`--;...J Hot water boilers supplying heat :Requirement will be met.
2 T]Does Not
[FI2613 ,through one-or two-pipe heating
t have outdoor setback
sys ems
�'E]Not Observable
'-'control to lower boiler water F
'itemperature based on outdoor E]Not Applicable
�temperature.
4ol.5.1.1-�11leated water circulation systems
-T]Complies i�Requirernent will be met.
[17128- ',have a circulation pump The
,]2-
�,E]Does Not
.,system return pipe is a�edicated 'E]Not Observable
t
re urn pipe or a cold water supply, - -
ipipe.G vityandthermos-
ra EINot Applicable
�syphon circulation systems are
i -not-present.Controls for
circulating hot water system
w
pumps start the pump ith signal
f or o
h t water demand within the
occupancy.Controls
.'automatically turn off the pump
1 when water is in circulation loop
!is at set-point temperature and
no demand for hot water exists.
.5.1.2 ?,Electric heat trace systems 1:3Complies ;Requirement will be met.
comply with IEEE 515. 7
1 or UL rElDoes Not
515.Controls automatically
ALINot Observable
.,adjust the energy input to the
heat tracing to maintain the
E]Not Applicable
desired water temperature In the
ng.
!Pip!
408.5:.2- "'Demand recirculation water
ElComplies
:Requirement will be met.
2,
[T1301 systems have controls that
[]Does Not
.;manage operation of the pump
Observable
and limit the temperature of the
water entering the cold water Not Applicable
piping to<= 100F.
403'.5.4 :"i Drain water heat recovery units []Complies ;Requirement will be met.
jl]2. 'tested in accordance with CSA i
E]Does Not
a
Potable water-side
pressure loss of drain water heat ;E]Not Observable
licable
!recovery units< 3 psi for Z ,,E]Not App
or two showers.Potable water-
'dua
Jn ivi ted to one
di I units connec
.,,side pressure loss of drain water
f
heat recovery units< 2 psi or
individual units connected to
.;three or more showers.
404.1 90%or more of permanent
ocomplies Requirement will be met.
[F1611 ;fixtures have high efficacy lamps.I
-0
Does Not
?�E]Not Observab
le
tlNot Applicable
404.1.1 , ��Fuel gas lighting systems have
--",DComplies :Requirement will be met.
[1`123]3`�, uous pilot light.
no contin _'UDoes Not
[]Not Observable
UNot Applicable
4013. Compliance certificate posted. f1complies Requirement will be met.
[FI7-]2
'E]Does Not
'E]Not Observable
13Not Applicable
-1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impa-ct(Tier 3)
Project Title: 350 Arshamomaque Ave, Southold Report date: 06/02/22
Data filename: Page 10 of'11
-Section.
sli-ection Pi piaPsVerified. Field'Ven ie
In Coiniplies� �Cornments ss-UnIp' tions-:
Valu 'value
e
363.'3 Manufacturer manuals for VComplies :Requirement will be met.
[FI1813 mechanical and water heating
�LJI)oes Not
systems have been provided.
IE]Not 0
bservable
'EINot Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 1 2'IMedium Impact(Tier 2) 1 3,JLow Impact(Tier 3)
Project Title: 350 Arshamomaque Ave, Southold Report date: 06/02/22
Data filename: Page 11 of'11
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4 FIR57 FLOOR PLAN :;1E7AIL5 THE 2020 NEH YORK STATE RE51DENTIAL BUILDIN6 CODE. 5EAL K.A
2. TH15 PROJECT SHALL COMPLY V41TH:
5 5ECeONr;� FLOOR PLAN 5ECf710N r:;� E7AIL5 THE RESIDENTIAL MECHANICAL CODE OF NY5 CHAPTERS 12 THROU61-1 23
THE RESIDENTIAL FUEL 6A5 CODE OF NY5 CHAPTER 24
THE RE51DENTIAL PLUMBIN6 CODE OF NY5 CHAPTERS 25 THROU61-1 55 0 2 9 4
5HEARV�ALL r;� E7AIL5 THE RE51DENTIAL ELECTRICAL CODE OF NY5 CHAPTERS 34 THROU6H 45 OF N�*
NAILINO 5C.-, HEr;� ULE5 $ C) E7AIL5 3. TO THE BEST OF MY KNOHLED6E, BELIEF AND PROFE55IONAL JUD6EMENT, THESE PLANS AND
OR SPECIFICATIONS ARE IN COMPLIANCE HITH THE 2020 ENER&Y GON5ERVATION CONSTRUCTION GODE.
NAILINO 5Co HEI:;) U LEES � :� E! 7AIL5
1� AIR 5EALINO :;IE7A � L5
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FEE: MA W6B)'- 0-
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 2'PM FOR THE pLjjMBER CERTIFICATION
FOLLOWING INSPECTIONS: ON LEAD CONTENT BEFORE lu f()
1. FOUNDATION - TWO REQUIRED CERTIFICATE OF OCCI Jt�14,,NCY W 1%1-1_1j
FOR POURED CONICRETE tu
2. ROUGH - FRAMING�'& PLUMBING SOLDER USED IN W1 i ER > m
3. INSULATION SUppLySySTEm, c,iNf'1jJT z
4. FINAL - CONS-PLI'-71ON ILI
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ALL CONSTRUCTION SHALL MEET THE z
REQUIREMENTS OF THE CODES OF NEW Qj 13 10
YORK STATE. NOT RESPONSIBLE FOR V
IL
DESIGN OR CONSTRUCTION ERRORS. ,,-,PLUMBING
L PLUMBING WASTE
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COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF M 13 <
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RETAIN STORM WATER RUNOFF t'-est'ng required, 0- < 1-
PURSUANT TO CHAPTER 2136 OV46 N
OF THE TOWN CODE.
Must Provide Manuals
An exterior lighting D,J and S as per
installed,,replaced or NYS Bnerm!Code
rapnired shan conforin
to Chapter 172
of the Town Code-,
NOTE: NOTE NOTE NOTE NO NOTE:
To T�E BE5T OF W KNONLEJ BELIEF AND THE PPOP05ED DIAELLIN6 HA5 BEEN IGE SHIELD TO EXTEND FROM ALL LUMBER THAT GOME5 IN GONTACT WITH EXTEND CHIMNEY TH15 PPO-ECT 5HALL GOMPLY P41TH THE
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1. DOUf3LE ALL FLOOR J015T5 UNDER PARTITION5 AND NOTE!
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SEAL -----------
?,ED AR '71
IT, 5!-3"
R-Iq INSULATION
FA PERPENDICULAR
OVER CA.
GEILIN6 JOISTS (3)2' x 10"r7IRI?ER (3) 2"x 10"61RDER x 10" IRDER
(P
? 22i-4'
4"STEEL GOL"W 0294t*9
R-Iq N5ULATION 24 x 24 x 12 FT&. 0 F
BETVM GEILI%JOIST5
2-2"x 4"TOP PLATE
1/20 5YP 13D. 7
UNEXCAVAMCR
H
BACKFILL TO
N q5% COMPAGTION
R-30 INSULATION IN FL.JT5
x 2 t"
U-- N
-0
ATTIC INSULATION M7AIL 25!-b"
\JF
C.ONr_ FOUNDATION WALL VV
lb" xD" GONO FOOTINO.:p
A tu
n1s.
.j
HOLD 10N. L �,HOLP DN, 3:
17F 2" x &" NAILER LA6 13OLTED
NOTE
ALL LUMBER THAT GOME5 IN GONTACT WITH zzi 1z 1z 7
GONGRETE SHALL BE A.G.G. LUMBER. 21 -12( ;�Qi <
4' x 4'P05T ANCHORED ON
1200 50NO TU13E BELOW 6RADQE Ad-
AND 4'-b"A13OVE 6RADE
5.. H R HDp
(2) 2" x
r."*\ (2) 2" x HDR /;:N (2) .2" x &" HDR, (2) 2" x HOR
k 7
HOLD DN. tt]
f::IR5T FLOOR
OL
ATTACHN�ENT OFTION5 6'-4" (bl-4m 6-4' 2'-2- 2.
2-2"
"51MP50N'H" OR 85IMP50N, 261-48 23-5" t"
"51MPWN'PH05 2-1(od COMMON > m
-Ibd COMMON NAILS @ 60 OL=- 5TH014RJ :I
0 z
12"BEARIN(5 ON A 501-01 tu
*1 NAILS 0 b'OL. FOR FULL LENCITH HAM STUD
FOR FULL LEN6TH OF STUD
Or-STUD
CONCRETE WALL 7 V \0
N BLOCKIN5 0
N ENDHALL
BLOCKINO 0 IL
5/5"AB.@ 45"OL.HITH
ENDHALL FOUNDATION PLAN tu v Z
3'X3'X 1/4FLATE KA5HER
lu
N`N�ONE*4 1/411= - oil
A
d FEBAR -1
-41- 2"xb*51H PLATE
4. A A
A
on CAONGRETE K&LL P05T (oONNECTION PETAIL5
ta 6 m
5/&'0 THREADED ROD EMBEDDED ANCHOR
2"x b"FLOOR JT5 @ 160 O.G.
51/211 FOR HOLP-VOVN ANCHOR 12 W' INTO GONGRETE 2"xb"DEGKIN(5 DECORATIVE MOLDINO tu
-2"x f
515"X12"ATR ANCHOR POLT 5FECIFICATION 2 3"HEADER
MIN.55'EM5EPMENT 4"x 4"P05T ANCHORED ON Z
12"MAX 10"(1),x 3b'FT6.13ELON 6-RAVE ju 0
SET IN ACRYLIC TIE 12"MAX
ADHE51VE(AT) fin MINI b-5d COMMION AND 4"-b"A50VE 6RAVE -A
'51MP50N' X .4 b-bd GOMMION
El A FILLER STRIP 3-10d COMMON AB P05T BASE BY 5IMP50N tu IL
2-16d COMMON 5TFV14RJ i v :3
NAILS fill OL:--- N, FOR FULL LEN65TH A
RIM J015T 'k, fj
OF STUD lu
12'BEARIN&ON
N
KAU STUD SIMPSON'HDGb QR -
N. 45IM-_7ON"PHDb PORCH COLS TO Hr�R. PORCH DETAIL TO HDR. 4 K
2-1bd COMMON AINCHOR 13OLT @ 36-OL.FOR 2 STORY t- Z
NAILS @ b"O.G. jo AWAOR 13OLT 0-720 OL.FOR I STORY
CONNECTOR FOBT N FT5. CONNECTION
FOR FULL LEN6TH ANrwR BOLT @ 5-r o.C.Fop,SLAB ON eRAvE b - 1\q1)) -
OF Sw lu
MaM BOLT 0 23'O.G.FOR 2 5TMY
FOUNDATION ANGHORAC-7E DETAIL 0
NE#4 ANCHOR 13OLT @ 4b'OL.FOP,I STORY 10 Is
PLAN VIEN RE13AR ANCHOR BOLT @ 360 OL.FOR SLAB ON 6RADE
W
21
(AS PER HFGM TABLE 32G) A 1.MIN..TEMBEPtIIENT INTO CONCRETE /51mpson 5trong-Tic x
ANCHOR 13OLT 0 36'OL.FOR 1-3 STORIES NOTE
A13
wM'5WARE W&ER5 M END HUT SEW (Y
4' A.q I L < <1
1.MIN.7"EMBEDMENT INTO CONCRETE ALL LUMBER THAT GOME5 IN GONTAOT WITH
Kr3"5WARE KA9-ERS AND EW NUT SETUP 2.ANIGHOR NOTED HEREIN ARE NOT TO BE USED FOR GONGRETE SHALL BE AL.Q. LUMBER. DHO No
OR PEPLAGED BY HOLD 00"FOR 5HEARkKL5
OR REFLAGED BY HOLD D0146 FOR%E�5
2.ANCHOR NOTED HEREIN ARE NOT TO BE LUD FOR 10-0
3. 1 -ANCHOR BOLT 15 To 13E LOCATED BETHEEN fill MIN. -.4 I/WoPTHREADED ROD EMBEDDED 3.1 - ANCHOR BOLT 15 TO BE LOCATED BETHEEN b"MIN.
TO 12 'MAX.FROM EN95 OR C4`RNER5 12 1/2'INTO CONCRETE TO 12"MAX.FROM EN05 OR CORNERS
4.CONC.BLOCK To 13E FILLED 50LID o ANCHOR BOLTS. 4.COX.BLOCK To BE FILLED 50LID @ ANCHOR BOLTS.
ANY ROOF PITGH'7:12 OR 6REATER CONSTITUTES AN ADDITIONAL STORY ?1WM%R
ull
NOTE!
40'-00 1. DOUBLE ALL FLOOR J015T5 UNDER PARTITION5 AND
P05T5 ABOVE. NQ�TEI
26"1 6-5' DOUBLE ALL FLOORJO15T5 AND TRIMMER5 AROUND ALL EXTERIOR HALL5 BEHM TU55
15
-30 NOTE! 0
SITAIR PELL OPENINC-7. 4 5HOHER-5 5HALL BE IN5ULATED
HIT7E
eyp
Ti all I I I�=�
13"1 5J -------- 2. ALL 5TRUGTURAL GOLI THAT 5UPPORT ANY HEAVER5 ATTIC=AGGE55 MU5T BE BACKED 4 FIN15HED HITH 6YP 50. 13EFORE
(51 F 11
A IN5TAL
L.VL.,61RDER5,ETC. 5HALL BE 5UPPORTED DONN TO WITH R-10 RIOID��IN9JL,' TION. ELATION OF FIXTURE5.
FOUNDATION,FTI57S, AND OTHER 5TRUGTURAL
6IRDER5 OR HEADER5 A5 NECE55ARY.
5. ALL PLYPqOOD 5HEATHIN6 5HALL BE GONTINUOI
FROM 5ILL PLATE TO TOP OF TOP PLATE,BEHIND ANY
4'l 5EGONDARY ROOF 5Y5TEM5,6ARA67E5,OR GOVERED 40'l
"k 5HEARKALL PORGHS. (ETG) 5l 16-2"
1727777772-,�
9!=m
A 2rT"H F 5EAT IN5TALL PRE-FAB HOOD BURNIN6 DOUR F ROOF RAFTER5 4
.4 FIREPLACE AS,PER MANUFACTURER5 TRIMMER5 AROUND 5KY-LrFE5
� �D
4,L 5PEGIFI ATION5. A a
M)5T PR WIDE IN5TALLATION LL
4 d)
4'l *-Ow 2"x JV DEGKIN6 m MAHUAL �)N 51TE FOR BUILDIN6 41-011 -x 4'-Om
b; 4'-0" IN5FEGToR TO REVIEN 4'-0' 5HOHER 4EAa—-4�-O �d _x
HOLD DN. 5HEAP4qALL 5HEARJIiALL 5 9f-ARKALL
5HEARKALL 5HEARHALL HOLD ON.
'MEARKA L 125 FM
(2) 2 x 9>" HOR 2" x AOR ((2) 2"
h A7H 0
(2) 2" x 10" HDR 2" x b" HDR (2) x b" HOR A�
1-6*VAULT.C1.6.
26'l � I I t
* ? 5-04 ID
NOTE: 143 y q 4
U- - 'D
5MOKE DETECTOR 4 /m.VA
uj CARBON MANOXIDE DETECTOR x \/AULT LINE c14 u_ 0
V.L.
8 TO 13E HARPHIRED LVL-1 x
ce
0. 13 1 INTERCONNECTED ATiH
:b j'lzl::, I _____r0'6p'VAULT. SEAT
u� ?N BE C;)ROO m lu A
Lu
MININP ROOM vp
q,-o,' CLa HT zD -J) . 25 M Ck
--]"o cl*-O" 61-6. HT k) x a:
u�n 9 0 -9 �p OD 0 /3\
(D 0 A J x (14 10'1 VAULT.OLC7.
< x
=9 4 :(:q: _j d)
0 0 Ei oF1 Fr_ z
IL ELEG:o Q
5D 5'0' HALL 12\ t
5D:— r-m.
DIET. in
T iz- >
CLOTHE5 DRYER VENTING7 NOTE i_ ELEC.o q
AV- 2'x 10' DOUBLE GEILIN6 5D. Lu
DRYER TO BE VENTED TO THE EXTERIOR J015T5 AROUND
KALL OF OPELLIN5 AND 5RALL COMPLY 12\ /z3\
ATTIC AGGE55 ATTI
HITH RM1502. _GCE5 LU X
L c 5EAL
1517CHEN 11 5"1 j Ti 3'J
cli GLO. HT m.v. 2"x 12' RIP6E
N 4" x 4" P05T
\'".K.
1z HALL 2"x 12"R106E
0ELE0 5j 5"'TYPE wr C7YP.BE).T. 4 5. 4
125 GFM
13"1 or'.m. ON KALL5 AND CEILINC-6
LA\/ /5\
(2) 13/4, x I 11/&" LVL,FLU5H HDR c� n rr
23"1 m 26_�' 1 1 .............
ELE-6 (2) 1 3/4" x cl 1/4" LVL FLU5H HDR
211 101-80 51-101 L
Ibill 02 9 40
L x
m OF N V'�
NOTE: ty MASTER m
i, 2'J DOUBLE ALL FLOOR JO`15T5 IN5TALL FIBER6LA55 L 3'-CI"
A�, -1 PAN FOP,HA-94ER 4 __4
UNDER PARTITION5 ABOVE. > DRYM 5'-0" GLO. HT
DOU13LE ALL FLOOR J015T5 _j
20 Gr-m. ,n 0ARAI01': 3'l
G7 L. r,>R. AND TRIMMER5 AROUND 'n i-7 -1 = Q I
5TAIR V4ELL OPENIN5. 4" COWG SLAT 1 0 ;t
1- -1 'A�11 131-o"
Zip;1�1�1: IZ11 r,/e,.
FIRE-RETARD
P
I? x d� �2
Dr� eypeom BOARD (0)= = COMPUTER -�Ill
x x _j zi x
Ll\/INe ROOM BEIE�)Rccm s; Z� o o p 8 & 0
fi� "t (D III Q) tu
V- CEILINC-75 it WALL.5
z &'-0" GLO. HT
0 2 0 ROOM
n q'-O" GL&. HT A5 PEP, GOE E _j at- I
b e5i'l GLO. HT I -
ry _j ZD
U- 2l R-30 IN5ULATIO 4 u_ 5:j x
C, IN GEILI%
_1 d) U-
> 4 Q
.v
IF=::il
JEE�Elj
77
n.
,V- O
L OIL
rL
E PTITI W
R LFL
jar
AR A
5 T Op
TAI EN
<
LL
"4 x 'M 7
6" Fill 411 x P05T----\
(2) 1 5/4" x I 1 -7/5" LVL HDR. 1 3/4" x 11 -1/&" LV� HOR (3) 1 3/4" x 11 -1/&" LVL HDR (2) 2" x HDR (2) 241 x HDR (2) 2" x 8" HDR
roll. (5) 1 . � 11 �j c , �
-7 n ul
R5 L_PP N. Z x 10" HDR. BUILDINO LINE ABO\A: A
17 4'J it- 4'1 21-ON 41-0" 4"1 21-Ow
5FEARKALLZkL 5HEARAALL cz 5HEARKALL 5HEARNALL 5PEARI�Al
ZD ()
x x b
x x L4 x A NOTE:
x i� N Q
Z4 w
u- (:5
�3 1z m 13 - NN
'47 N 7 '47 x :i d) 0 iu- _x >4 Roof:: 5ELOVS DOUBLE ALL FLOOR W15T5
-0
2" X 6" DEGKIN& x UNDER PARTITION5 ABOVE.
tu 7
7N DOUBLE ALL FLOOR J015T5
RX r L)
AND TRIMMER5 AROUND
231-011 Al LLJ
(2) 2" X 10" HDR. (2) 2" X 10" HDR. (2) 2" X 10" HDR. (2) 2" X 10" HD 5TAIR PELL OPIJENIN65. V_
f' Da
Jul --4R I j 19p, 0
L (2)2'x 12' RTINUOU5 Will ILI
(2)2"x 120 GGNTINUOU5 HOR T
2'-0
bill Oil 13!-2" 6_10"
40'l
m �j 3" SECOND FLOOR 12LAN
bill 61-30 >
411 21J
41 11 5EGOND FLOOR = 12bO 50.FT. 114 0" z
26"1 23ii L
>
5O'J
PORCH CONN"ELTION PETAIL5 13
HEADER A5
A 14--Ibd COMMON NAIL5 NOTED ON PLA%
tL
(OEM) NOTE
4 ul V Z
5IMP50N I z -
o ALL LUMBER THAT COME5 IN GONTAGT HITH 5TRAPPINC7 @ 16, 4
F I RST f=L00 PLAN GONGRETE 5HALL BE A.C.Q. LUMBER.
)�',P LAI 5IMP50N 1212T to A
V
-n 50FT. 1/4"1 1'- 011 12 5IMP50N 5TROI BOLT5 @ 16" EA.510E
F1:R5T FLOOR 1,1 ACA
14-16d COMMON
15-7111111 65E 531 50.FT. (pO5T) =�/
PORGH 154 50FT. P05TINS,A5 NOTED 5IMP50N U210 H6R 0 Ibill' z 13 tq <
ON PLAN 9 In
TOTAL FIR51' FLOOR IM2 50FT. TEGO'5
2"xb'R.R.0 160 O.G. -A
2*xb"R.P,@ WOL. F09Q+4_�r_TM61PZM CONNWTION MAIL tu tu
3-10d COMMON I K %9
HOLPOVIIIIIN CONEC710N I N z . " ()
Z
1120 LA6.E30LT ppI% 16M
@ 241 o.c. 14-16d COMMON MIL5 IN
5ECON2 FLOOR ATTACHMENT
(BEAM)
5IMP50N 212T
OFTION5 2*x6a 610 16,O.G. Fil 5TpjP b-Od COMMION EA. IDE
2-2'l HEADER (L
15IMP50N'HDQb OR 1120 LA6.13OLT DECORATIVE MOLDIN(5 0 i3
"'IMP5ON'CM5TC @ 24'O.G.
o PH06 Ibd COMMON 00\4
121 BEARIN6 ON TEGOS
WILL 5TUD 'TER/C
2-1bd COMMON NAIL5 @ 61 O.c. PORCH FORCH/RAIL -71RDER :3
NAIL5 bm OL.— FOR FILL LENOTH PORCH COL. TO HDR. (9 14-1bd COMMON NAIL5 5IMFSON 5TRON6-TIE
OF 5nv R.R./C.J. TO PINELLIN6 CONNE0710IN DETAIL (P05T) ------ ACbR
ROOF CONNECTION z U,
BLOGKIN5 @
ENDRALL BLOCKIN6 0 tu
2" x ii FLOOR JT5 @ 16"O.G.
ENDKALL x 2"I'l DEGKIN6 DECORATIVE MOLDIN6 2-2"x&I" HEADER
0
2'x b'FL
b-&d COMMION AND 4"1 kBOVE 6RADE z
LW
5trong-Tie.
1/2* LAC7.13OLT b-bd COMMION A13 IL < M
2-Ibd COMMON "I'll"H060 OR 0 24"O.C. FILLER 5TRIP 3-10d COMMON AB P05T BA5E 13Y 5IMP50N DHO NO
NAIL5 6 b"O.G. 'I'll"PH06 TEGOS
FOR FULL LENOTH *1 1
OF 5TUD 6RADE
4� 51b,ANCHOR E30LT
@ 4'OL.(W 5TORY HOU!5E� FORCH COLS TO HDR. FORCH DETAIL TO HDR. 4
FLJ TO DAELLINS CONNECTOR P05T N1 FTC-?. CONNECTION 4bZVOR
5" THRU ROOF F::L00R J015T5 FRAKNO r��E:7AIL5
DRAIN, HA5TE $ VENT NOTE: 4" AE30VE ROOF KNr;)cv� 5CHEE;�ULE
MATERIAL5 FOR DRAIN,WA5TE I VENT 5HALL
COMPLY HITH TABI F P3002.1 DRAIN,HA5TE 4 411 5*rMBOL R. 0. DIM. HINDON MODEL 5T�rLE AMT. LEAVE 1/16" - 3/16" OA�,
TA13LE P31113 51ZE OF COMBINATION KA5TE I EXI5TIN5 V 1-11 . .. SEE MANUFACTURER 5
VENT PIPE. cl'-5 Va" x 4'-& -1/&" 0 ANDER.5EN 3046-3 P.H. I HOOD I-JO15T NAIL TO RECOMMENDATIONS
STACK of DOUBI F HEADER J015T HEB
6-3 315" x 4'-a -7/5 * ANDERSEN 5046-2 D.H. 5 BACKER BLOCK FROM EACH 2"i
METAL J015T INSTALLED TIC7HT SIDE
2" 2" 5'-2 Ile?" x W-8, -I/&" * ANDERSEN 3046 P.H 5 HANOER TO E30TTOM OF EG.
to 3'-0 I/W x 3'-0 -7/&" ANDERSEN 210210 o.H I TOP FLAN&E EG.
1 1/2" 1 1/2" 11/411 11/211 3,, 11/4 1 1/2" 2'-2 Vat' x 3'-0 -7/5" ANDERSEN 20210 D.H. I HOOD I-J015T FILLER BLOCK 2"1
2'-b" x 2'-0 Watt ANDERSEN A-251 AHNINO 2
0
I&HT FI
2"i
E".
OEO-
2-1
T
I zzz=�= MACHINE ANEL, 5TIFFENER 0
R * HINDOH5 MEET EORESS REQUIRMENT5 (SEE CARPENTRY NOTES) FILLER R HEB,
5EGOND FLOOR v v TH15 HINDOW MUST BE TEMPERED SAFETY A55 IF NEGE55ARY
211 311 2" VIEBSTIFFENER IST AVE 1/16" - 3/16" OAP
211 _AGH E 1
2-1 1. PROVIDE ATLEA5T (1) P41NDON (OR POOR') IN EACH HABITABLE SPACE FOR EMERC51ENGY SIDE; MAY BE REOUIRED HOOD I-JOIST SEE MANUFACTURER
.0. c.o. ESCAPE. IN CONFORMANCE HITH N.Y.5. CODE SEG. R-310 MIN OPENIN& OF 5.7 50. FEET FOR J015T !5TABILITY RECOMMENDATIONS
!L' HANOER GOMPATIBILI�Y,
OR J015T REACTION)
3.1 ( 5.0 50. FEET @ GiRADE LEVEL HHEN 6RADE TO 51H 15 LE55 THAN 44" OR LE55) W DEARINe HALL BELON BEARINO HALL ABOVE
MINIMUM NET HEIC7HT 24" AND MINIMUM NET HIDTH OF 20" ( OPERATION H/O NEED je!�� META I L
211 2" FOR TOOL5) 130TTOM OF OPENINO @ 44" MAXIMUM A.F.F.
11/2" 2. ALL HINDOH5 MUST BE ANDERSEN - 400 SERIES HOOP I-JOIST WNWECTION N.T.S. DETAIL
1 1/4" 11/4 3. ALL HINDON5 MUST HAVE A U-VALUE OF 35 OR LESS. TO HOOP I-JOIST 14M CeTAIL YqW STI"W4M CMTAILS N.T.5.
HOOD I-JO15T
FIR5T FLOOR 211 2" X b" 5WA5H BLOCKS DOUBLE-HEADER 0 or,>
G.O. 2-1 211 211 1 C.o. 5YME30L DOOR 51ZE DOOR T*(PE AMT. BACKER BLOCK INSTALLED BLOCK FILLER
1 50/05 51-41NC7 (EXTERIOR) I TI OHT TO BOTTOM OF
266a 5HIN5 (INTERIOR) 5 TOP FLAN&E.
206& 5HIN6 (INTERIOR) cl
F.A.I. 606b SLIDER (EXTERIM I
GRAI/41- 5FAGE A 4065 SLIDER (INTERIOR) 2
11/211 501bb SHINO (INTERIOR) 2
-7 2&69:, SHIN& (INTERIOR) I HOOD STAIR
v
G.O. CARRIA&E
Al &0'70 OVERHEAD 6ARA&E 2 METAL FRAMINO ANCHOR ij)
41' 6.1. HOUSE TRAP IN mETALF
a 2865 SHIN& (EXTERIOR) I AT EACH SIDE. >
I IT W/ 5TL ,
T w/ 5TL COVER I 2ab.5 FIRE RATED 5HIN6 (INTERIOR) I
RISER MIAISIRAM �4" G.I. /I X 306b BARN STYLE SLIDER (INTERIOR) 3/4" RIM J015T Z!S, r;)r=TAIL
N.T.5 GVX PLYHOOD EXT. C-RADE STAIR CoARRIAM METAIL N.T.S. SEAL
NA-n=-R 5UPPLY 4 P15TP,1BUTION NOTE: IN5TALL W FA6E 6RAIN HORIZONTAL ?,ED ARC
1.5ERVICE FOR NEN BATHROOM HILL BE TAKEN
FROM THE E)<15TINC7 KATER 5ERVIGE.
2.KATER 015TRID)TION PIPINC7 t FITTIN6 5HALL
COMPLY HITH R.C.O.N.Y5.TABLE P2qO45 KATER V400D I-JO15T AS RIM
015TRIBUTION,FOR MATERIAL5 4 TA13LE P2q04h JOIST, NAILED TO TOP PLATE
PIPE FITTIN65,FOR MATERIAL5. BELON H/ ad NAILS 6" O.G. 02940
1^03 STIFFENER EACH51DE
IF INEGE55ARY.
TIMBER.5TRAND L5L
OR TJ-5TRANE? RIM E30ARD %
F2- x 12" RIurE
[��NTINIJOU5 R1196E VENT P4000 I-JO15T Ae!�& r;)r:TA I L
2"x 4'GOLLAR TIE5 @ Irro"O.C. BEARINO HALL BEL H CANT. CMTAIL N.T.5.
2"x 10"ROOF RAFTER5 0 lb"OL.
1/2"PLYHOOD 5HEATHIN6 1:)ETAIL
#15 FELT
A5PHALT 5HIN6LE5(A5 5ELEGTED BY OKHMI RIM JOIST Cq!TAIL N.T.S.
PROVIDE ICE 5HIELD PLACE JOISTS T06ETHER
AND NAIL FROM EACH SIDE
2"x WGEILIN65 J015TS 0 lb"O.G. FILLER BLOGKIN& HITH 2 ROH5 OF 10cl NAILS a 12" OG,
CLINCHED HHEN POSSIBLE.
12
FULL I ENOTH OF JOIST 5TA6,&ER ROH5 FROM OPPOSITE
2-2"x 4'TOP PLATE SIDES BY 65".
9RR6 OR F
2"x 4"5TW5 @ 160 O.G. GONTINUOU55 5OFFIT VENT
112" PLIOMV 5HEATHINC7
VAPOR BARRIER DOUBLE LAYER OF� 2"x 4"5TUD5 @ lb"O.G.
R-3 IN15VLATION BOARD R-Iq IN5ULATION 1/2"PLYHOOP 5HEATHINC7
RUN PERPENDIULAR je!�� PETA I L Lu
VINYL 51DIN6(A5 5EIJ_GTED BY OWNER) W 1/20 6YP 50 VAPOR BARRIER I
R-3 IN5"TION BOARD POML& JOIST WNSTRUCTION N.T.5. " 0 -
DMLE LAYER OF___� ui tu
2"X W NAILER R-30 IN5ULATION H/ R-Iq IN5ULATION L��NYL 5IDIN6,(A5 5ELECTED BY OHNEPJ 43
112'C,YP5M BOARD. RUN PERPEWICJJLAR R-15 IN5ULATION W
W 1/21 r7YP 130 112"6YPSUM BOARD. OL
2"x boo ROOF RNFTERS @ lb"O.G. 2"x V NAILER 0
1/2"PLY1,4001?514EATHIN(5 BEDROOM 0 L BEDROOM 2Nx 6'ROOF RAFTER5 @ 16" O.G. tu
#15 FEL.T 10'-60 VAJJLTED OLC7 8'GLr7 HT 1/2" PLYHOOD 94EATHINE7 v
A5PHALT!5HIN67LE!5(A5 5ELEGTEP 13Y OMER) #15 FELT tu
PROVIDE ICE 5HIEL� >
12 A5PHALT 5HINC-A-E5(A5 5ELEGTEP BY ONNER)
2'X 6" GEILIN(5 J015T5 @ lb*O.G. 6 R-15 IN5ULATION H/ 12 LPROVIDE IGE5HIELD ILI
1/2"C7YP"BOARD. 3/41 5UI3 FLOOR QLUEP AND NAILED >
:z
COLTINUOU5,5OFFIT VENT
5
(2) 13/4"x I 1'1/&"LVL FLU5H HOR
R-15 IN5ULATION W tL OK
(2)2'x IO' HE?R ul z
'\_FI/2"6YPaH BOARD. 13/4X II'll&'TJi FLOOR J015T5 @ lb"O.C. 2"x b"GEILIN67 J015T5 @ 161 O.G.
2"x b"NAII ER W LA6 E30LT5
KITCHEN LIVIN& ROOM I
2'x 5' NAILER PV LA6 BOLT5 TURN DOM P05T
"ll GLE,HT q'GL6 HT
2" x b" DEGKIN6
2"x boo DECKIN6
z
36" RAILINO F ift 0
2"x 6"FLOOR JOI5T5 @ lb"OL. u W/. m (a
R-13 IWA)LATION PV -A
1/2"6YP51H BOARD-V (2)2"x 5' HOR tu
Idi 3/4'51,15 FLOOR QUED AND NAILED 4"x 4'P05T ANCHORED ON K
(2) 2"x 8," WR J_ AND 4'-b'ABOVE 6RADE tu
C7RADE 13/4'X 111/5"TJI FLOOR JOI5T5 @ lb"O.G. R-30 IN5ULATION LATTIG7- HORK 6RADE
W 1/2'6YP5tH 130AFZD
(3) 2"X 10'HOOD
j 0-
tu
61RDER.
2'x 6'FLOOR J015T5 0 16'O.C.
4'5TEEL GOL"
UN-FINSHED CELLAR UN-FINIBHED CELLAR 2"x b"NAILER W LA6 50LT5
0
d) 4"CONG.5LAB 4"GONG.5LA5
4"x 4"P05T ANWGH�ORED
10%)50NO TUBE BELOH 6RADE t—
AID 41-b"ABOVE 6RADE 51H 5EALER y
TERMITE 5HIELD ell
ANG14OR BOLT5 t"
2-2'x b" GGA 5ILL 0) X lu
ci < 0 ell
DAMP PROOFINE
b"POWED CONCRETE FOUNDATION KALL. Lu
I6"x b"CONG FT6 W 4"x 2"KEY
24"x 24'x 12'FT6. v w 0 tu
To OL v -
10 < < I, to
NOTE DHO NO
ALL LUME3ER THAT GOME5 IN GONTAC.T HITH
15=C710N \/ I =A GONGRETE SHALL BE AL.G. W-BER.
1/411= II_ 011
eod a 6" oc. toed in
along braced wall Roof Sheathine Attochment RecLuirernents for Nind
- Exposure E3
TOP PLATE-- 6" Thm 5acord 6ust HW CIO 100 F 110 12
speed(1100
STRUCTURAL 5HEATHIN&
5d COMMON NAILS
a b" O.C. ON EX)CE5 r= fm I r= I F: I r: I F I r= I F r; F
ONLY 4 �, Sheathing Loc�atjonl. Rafter/Truss Spacing Maximum Nall Spacing for ad 0ornmon Nails
1/2" MIN. 5TRUOTURAL ad TOP PLATE. (Inches,oz) or 10d Box Nails(Inches,Az)
HOOP PANEL COMMON NAILS 12 & 12 & 12 & 12 6 12 & 12
a 12" 0.0. ON 6" 1 1
FIELD ONLY 9 Interior Zone 6 12 6 12 & 12 & 12 &
ATSTLy To FLOOR ASSEMBLY To SILL PLATE(S)CONNEC.TION (@ C
FOR STRAP- 3 5 d rOMMON NAILS @ EA.END OF STRAP I . SOLID BLOCKIN& BETI^E 6 12 6 12 6 12 6 6 12
FOR j OF EA.PLATE TO PLATFORM 13ELON- SIMPSON HDU4-5D52.5 HOLDDOPqN RAFTERS ATTACHED TO TOP
lb d COMMON NAILS 0 lb*0.0. W 5/5" DIAM. ATR (ALL THREADED 50LIM BLOCKINO BETINEEN PLATES e�d COMMON a b" Or, ALONC7 F 24 Lf, 12 & 12 6
j I LEN67HT OF BRACED NALL PANEL
I d V 1.1. ROD) ANCHOR, EMBEDMENT LENeTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 6 12 12* 12
SILL PLATE
OF ANCHOR IN CONCRETE 15 10" PLATES bd COMMON a 6" Or, ALONO
A MIN.. USE 51MPWN SET EPDXY-TIE LENCHT OF BRACED KALL PANEH Perimeter 6 12 6 122 6 122
I @
ANCHOR BOLTS HIOH STRENC?TH EPDXY ADHESIVE Edge Zone
NE3 .6 j Iq.2 6 12' 6 12' 6 6 e, E, 6, e"
TO 5ECLRE ANCHOR, DRILL5/4'
5-1(pclol.6"or, DIAM. HOLE FOR EPDXY. FOLLOV4 24 6 12' 6 6 6'
along braced Nall MANUFACTURERS INSTRUCTIONS. BRACED WALL PANEL CONNECTION eable Endwall Rake or R'oka Truss w/Lookout 1 4
Block 4 4 4 4
TOPERPENDICULAR RAFTER. IS-ble,EnclHall Fzike or Koko Truss w10 ftjw ova+.w 3 6 6 6 1 6 6 6 6 6 6!
E30ARD 5HEATHINC7
END SHEARWALL SLAB ON GFUDE "ter/rrvss Spacing Minim"Number of bd c-ommon Nails
Sheathing Size (hebes,oz) or 10d 5ox Nails per Support
Ix6 or Ixe.Sha�hg 12-1412 2 2 2 2 2
L IxIO or Larger Sheathing 1 12-14.2 11 5 5 5 5
E-NAIL 5PACNO AT PANEL EDCC-5(in)
5d a 6" oa toed in F-NAIL 5PACINC7 AT INTERMEDIATE SUPPORTS IN T14E PANEL FILED(in)
along brocod wall
1. FOR ROOF 5HEATHINC7 WITHIN 4 FEET OF THE PERIMETER EDOE OF THE ROOF,MLLVIN6 4 FEET
&ABLE END ON EACH 51DE OF THE ROOF PEAK,THE 4 FOOT PERIMETER E067E ZONE ATTACHMENT >
/01-6, JT!� REOUIREMENTS SHALL BE USED.
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION 0 16'OL. 2. TABULATED 12 INCH O.C.NAIL 5FACIN67 A%Lfto!IE5 SHEATHINO ATTACHED To RAFTERMRLES
TOP PLATE 5d a 6" oc. toed In (ONLY APPLICIA13LE FOR TWO STORY CONF16LRATION5): FRAMIN&MEMBERS P41TH IS 1 0.4q,FOR FRAMINC?MEMBERS KITH 0.42(C?(OAq 11-E NAIL
Da 6" along braced wall SPACINS555 SHALL BE RE=E0 TO 6 INCHES O.C. SEAL
1/2" MIN. 5TRUCTURAL r, JT5 FOR STRAP a d COMMON NAILS 0 EA.END OF STRAP 5. TABULATED 6 INCH O.C.NAIL SPACINC,ASSUMES 5FEATHINC7 ATTA04ED TO RAFTER/TRU55
FRAMINO MEMBERS KITH C7>0.4q FOR FRAMIN&MEMBERS WITH 0.42 6(0.4q THE NAIL ED AR
HOOD PANEL 5d COMMON NAILS L L 5PACINC-6 SHALL BE REVUdW TO 4 INCHES O.C.
PLATFORM BELOW- I lb d C.OMMON NAILS 160 O.C. IA.K. I
o b" O.C. ON EDOE5 TOP PLATE 4. TABULATED 4 INCH O.C.NAIL SPACINO A_5i9.IME5 5HEATHIN6 ATTACHED TO RAFTERMRL55
6"
ONLY FRAMINO MEMBERS KITH 65�OAcl FOR FRAMIN&MEMBERS KITH 0.42(e,(0.401 THE NAIL
5PAaINC6 SHALL BE REDWED TO 5 INCHES O.C.
5d COMMON NAILS 5. TABULATED NAIL 5PACINC75 A55UME A EUILDINC7 LOCATED IN EXP05URE 5.
9
4
a 12" O.C. ON (P
5d COMMON NAILS
along &oced wall- FIELD ONLY e 12" O.C. ON 02 9 4S
AT 5ILID TO FLOOR A.55E Y TO SILL PLATEV CONNECTION SIMPSON HDU4-SDS23 HOLDOOPiN FIELD ONLY OF NE
FOR 51RM- 3 L d COMMON NAILS 0 EA-END OF STRAP K/ 5/e," DI AM. ATR(ALL THREADED Fd COMMON NAILS
FOR G OF EA.PLATE TO PLATFORM BELOW- ROD) ANCHOR, EMBEDMENT LENOTH T
d COMMON NAILS 0 lb"OL. a 6" O.C. ON EDOE5
OF ANCHOR IN CONCRETE 15 10" 5-lbdolb"Or' ONLY
FLOOR JOIST MIN.. USE 5IMP5ON5ET EPDXY-TIE along broced Noll
AT 5TLn)TO FLOOR ASSEMBLY TO STUD CONNECTION 0 16'O.C.
SILL PL.ATE HI&H 5TRENOTH EPDXY ADHESIVE ad a 6" or, toed in (ONLY APPLIGIABLE FOR TWO STORY CONF16LRATIOW-
TO SECURE ANCHOR, DRILE3/4" along braced wall
ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOV4 FLOOR JOIST FOR STRAP- 3 5 d COMMON NAILS 0 EA_END OF STRAP
MANUFACTURER'S INSTRUCTIONS. L L
PLATFORIv!BELOW I lb d COMMON NAILS 161 OL.
POURED CONCRETE/
MA50NRY 6"
FOUNDATION
CD
ad COMMON NAILS
1 I!Dh nor'. n
F..
END BRACED WALL ON FOUNDATION 1/2" MIN. STRUCTURAL [FIELD ONLY
HOOD PANEL lu
OMMON NAILS
WALL 0.0. ON EDOE5
along bror-ad wall
AT STUD TO FLOOR ASSEMBLY TO STIJV CONNEGTION 16"OL. At)-
I (ONLY APPLIGIA[3LE FOR TWO STORY rONFl6QRATI0N$):
L FLOO5JOl5T:
RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B
Dead Load Assumptions: Roof Assembly DL 10 Psi W
SILL PLATE 61Z STRAP- d GOMMON NAILS 0 EA.END OF STRAP V
L
PLATFORM BELOK- t Lb d COMMON N�11_5 0 lb,O.C. W
ANCHOR LTS THREE SECOND GUST WND 90 100 110 90 100 110 7-
L5d a 6" or, toed in SPEED (mph) 01
along braced Noll 8
CILO JT5. POURED CONCRETE/ ROOF PITCH ROOF SPM Number of 8d Common Nails or 10d Box Nalls
MA50NRY (ft.) in each and of 144'x 20 gap strap I,Z3.4A6. Required Capacity of Ridge Connection (plf) 1.2,3,4
TOP PLATE FOUNDATION UPLIFT STRAP CONNECTION REQUIREMENTS EXPOSURE 8 12 1 2 2 3 94 133 176 224
9 6" (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) 16 2 2 2 4 126 178 235 298 tu
2 STORY BRACED WALL PANEL Dead Load Assumptions- Roof/Celling Assembly DL-15 psf 20 2 2 3 4 157 222 294 373 >
3:12 24 2 3 3 5 189 267 353 447 Z
28 2 3 4 6 220 311 412 522
ME SECOND GUST WND 100 110 120 32 3 3 4 7 252 356 471 597
SPEED (mph) 36 3 4 5 7 283 400 529 671
Nall SheathinQ and 01odding Attochment Requirements 12 1 1 2 79 ill 145 IRK ju V
FRAM"G SPAM WW SPM Number of 8d Comm No s or 10d Box Nails 16 1 2 2 106 147 193 (244) :S w-
for Nind Logas Exposure 5 00 (it) in each end of I-Y4-X 20 gage strop I,Z3,4 20 2 2 2 132 184 242
4:12 24 2 2 3 4 158 221 290 366
AT5TL10 To FLOOR ASSEMBLY To 5TW CONNECTION @ lb'OL. 12 1 2 2 2
(ONLY APPLIGIABLE FOR TH05TORY WNE16RATIONW: TWw Sm)nd&rt Wind 16 1 2 2 3 28 2 3 3 5 185 258 338 427 tL K
CIO 100 110 1_1_� 32 2 3 4 5 211 295 387 488 t"
Spam(ffpw 120 20 2 2 2 3 X Z
FOR STRAP d COMMON NAILS 0 EA.END OF STRAP 12 24 2 2 3 3 1 36 2 3 1 4 6 238 332 435 549 ILI
5d a 6" oc. toed in FOR OF EA.PLATE TO PLATFORM ABOVE 4 a Ct OF EA.PLATE TO STIRVOTUIRAL SHEATHIN& 28 2 2 3 4 12 1 1 1 2 62 87 114 144 V
along broced Noll PLATFORM 13ELON- 1 Lb d COMMON NAILS @ 16'O.C. 32 2 3 3 4 16 1 1 2 2 83 115 152 192 < 0
a 3:
E F E F C_ F E F 36 2 3 3 4 20 1 2 2 3 103 144 190 239
FLOOR JOIST :,4E; !*' I I I I I I I - 5:12 24 2 2 2 3 124 173 228 287
Stud Maximum Nall Spacing for M C-ommon Nails 28 2 2 3 4 144 202 265 335
SIMPSON HOLDDOk4N W VIAM. Sheathing Location I o nc, as,oz in <
ATR (ALL THREADED ROD) 12 6 12 6 12 6 12 6 12 6 20 2 2 3 36 1 2 3 3 5 186 260 341 431 -1
6" 1 1 12 24 2 3 3 4 12 1 1 1 2 57 79 103 130
Interior Zone, 28 2 3 4 5 16 1 1 2 2 76 106 138 173
E) 6 12 6 12 6 12 6 12 C6 32 2 3 4 5 20 1 2 2 3 95 132 172 216
5d COMMON NAILS 4 1 6:12 24 1 2 2 3 115 158 207 260
a 611 O.C. ON EVOE5 24 6 12 & 12 & 12 6 6 6 12 2 2 3 3 28 2 2 2 4 134 185 241 303
ONLY I Ld 16 2 2 3 4 32 2 2 3 4 153 211 276 346 ju Z
1/2" MIN. STRUCTURAL 12 6 12 6 12 6 12 6 12 6 12 20 2 3 4 4 36 2 2 3 4 172 237 310 389 [D
5d COMMON NAILS I I 1 1 19.2 24 2 3 4 5 13
PqOOD PANEL 4" EDeE ZONE i 12 1 1 1 2 57 75 97 122 7
a 1:211 O.C. ON 6 12 & 1 12 6 12 & 12 6 12 28 3 3 4 5 16 1 1 2 2 75 100 130 162 0
32 3 4 5 6 tu
FIELD ONLY 2 4& 122 36 3 4 5 7 20 1 2 2 3 94 125 162 203
24 12 6 12 6 12 6 12 7:12-12:12 24 1 2 2 3 113 150 194 243
_LL I --- - 1 12 2 3 3 4
16 2 3 4 5 28 2 2 2 3 132 175 227 284 tu V
along brooed wall SIMPSON HOLDDOPqN 1415/e," DIAM. 20 3 3 4 5 32 2 2 3 4 151 200 259 324
ATR (ALL THREADED ROD) 50ARD 5HEATHIN5 or LAP 51DIN5 24 24 3 4 5 6 36 2 2 3 4 170 225 292 365 K
28 3 4 5 7 1. Tcibvlated connaGtlon requirements shall be permitted to be multiplied by 0.10 for framing not 11
ANCHOR, EM13EDMENT LENOTH OF Rafter/Truss Spacing Minimum Numbe located within b feet of building corners.
5heathing Size r of bd Common Nails or 10d 32 3 5 6 7
f-':LOOR J015T ANCHOR IN COMORE 1 15 10" MIN.. (Inches,oLj Box lls per Support 36 4 5 6 8 2. Tabulated ridge connection loads assume a bviding located in Exposure, 13. 0
USE 5IMP5ONSET EPDXY-TIE HI&H lxb or Ixb Sheathing 12-24 2 2 2 2 2 3. Tabulated connection requirements are,based on total uplift mlnu5 0.6 of the.roof assembly dead
load(OhxlOp5f).
SILL PLATE A STRENOTH EPDXY ADHE51VE TO Ixl0 or Larger Sheathing, 12-24 1. Prescriptive limits are based on assumptions of Table 3.4 0 1 lu
SECUI;ZE ANCHOR, DRILP/4' DIAM. 4. Tabulated connection requirements are,bosed on a 12 "ridge strop spacing,for different ridge I-_
E-Nall spacing at ponel edges (InJ 2. Tabulated uplift connection requirements assume a building strop spac.",multiply the tabulated values 4 the appropriate multiplier below. () < Q
ANCHOR BOLTS HOLE FOR EPDXY. FOLLOH located in Exposure B. Ridge Gonnection 5pacing(InJ 12 16 lcl.2 24 4& CL
MANUFACTURERS INSTRUCTIONS. F-Nall spacing at Intermediate supports in the panel field(in) . Tabulated upl LU
AS REOUIRED 1. For wall sheathing within 4 ft.of ft conners,the 4 ft.permeter edge zone attachment ift connection requirements assume a roof and Multiplier WO 133 Ib0 2.00 4.00
requirements shall be used. -eiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a 5. When the, tabulated fivinber of nails required In each end of the strop 15 equal to I and the framing tu
POURED CONCRETE/ <
-ei
2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members . iling assembly is not present or if the ceiring assembly is not Is attached In accordance with Table 5.1,the ridge strop and additional nailing Is not required, < to
MA50NRY with 6L>0.4q. For framing members with O.42L<C7(OAq,the, nail spar."shall be reduced ,onnected to the roof assembly, the tabulated number of nails b. Men a collar tie. 15 used In lieu of a ridge,strop,the number of 10d nails required in each end of [L I I-") <
FOUNDATION to b Inches oc. -hall be increased by 1 nail at each end of the strop. ft collor tie need not exceed the,tabulated nuirber of&d nails in a steel 5trop,or the number ONO NO
3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. Minimum ASTM A653 Grade 33 steel strop. of 12d box nails In each end of the collar tie need not exceed the toulated number of lod box
4. Tabulated nail spacing assumes a building located In Exposure B. nails In a steel strop.
1. 1-14"20 gage ridge strop shall be, of A5TM A653 grade 33 steel or equivalent.
2 STORY END WALL SHEARWALL.
:20:20 W5 RE51DENTIAL 5UILDINO CODE
TAE3LE ftQ:230) :2020 N"�S REBIDENTIAL BUILDIN5 CODE
FA5TENIN5 5CHEDULE TABLE R60:230) - continued
ITEM DESCRIPTION OF BUILDINCS ELEMENTS NUMBER AND TYPE SPACIN6 AND LOCATION FA5TENIN5 5CHEDULE
OF FASTENER a)�A ITEM DESCRIPTION OF WIV15ER AND TYPE SPACINS AND
5UILDIN 5ELEMENT5 OF� FASTENER qbc LOCATION
Roar-
14 Blocking between ceilN joIqt5 or rafters lbd common (31/2'x 0.16,2") lb"OL.face nail
4-&d box(21/2"x 0.113")or Toe nail to top plate l6d box(31/2"x 0.135);or
I Blocking between colling joists or rafters to top 3-5d common(2 1120 x 0.131") or 1 3'x 0.131*nails 12"OL.face nail
plate 3-10d box(3'x 0.12&'): or
3-3"x 0.131"nails 15 Bottom plate to joist,rim jol5t,bad joist or 3-16d box 0 1/2'x 0.135") ;or 3 each Wo.c.face nail
2 Gellirw joists to top plate 4-i5d box(2 1/2'x 0.113")or Per joist,Toe nail blocking(at brace wall paiel) 2-16d common(3 112"x 0.16,28);or 2 each 1154 OL.face WII
3-&d common(2 W"x 0.131 or 4-3"x 0.131'nalls 4 each lb"OL.face nail
3-10d box W x 0.125"JI: or 4-bd box(21/2 "x 0.113');or
3-3"x 0,131"nolls 3-lbd box(31/2 "x 0.135");or Toe nail
3 6elling jol5t not attached to parallel rafter,laps 4-10d box 0" x 0.126");or Face nail 4-8d common(2 1/2"x 0.131');or
over partitions.[see 5ections R5023.1,R&023.2 3-lbd common(3 1/2' x O.W*0;or 4-10d box(3'x 0.12b") ;or
aid Tcble, RW25.1(q,)] 4-3"x 0.131"nails Ib Top or bottom plate to stud 4-5'x 0.151"naI15
Gelling jol5t not attached to parallel rafter 3-lbd box(3 1/2 "x 0.135*);or End nail
4 Table PD023.1 (q) Facz nail 2-lbd comon(31/2 "x 0.629 or
(`heel joint)[see, 5ections RD023.1 and R&0232 3-10d box(3'x 0.129�");or
and Table F5025.0)1 3-3"x 0.131'nails
4-10d box 0'x 0.1W);or Top plates, laps at corner 5 and 3-10d box W x 0.12&");or Face nail
5 Gollor Lie to rafter,fa�,P_nail or 1 1/4" x 20 ga. Face nail each rafter ri 2-Ilbd common(3 1/2'x 0.162") or
ridge 5trap to rafter 3-10d common V x 0.149�9;or Intersections 3-3"x 0.131'nalls
4-31x 0.131"nalls
3-16d box nails (3 1/2'x 0.11359 or 15 1'brace to each stud and plate 3-bd box(2 1/21 x 0.113");or Face nail
b Rafter or roof trv5s to plate 3-10d common nails W x 0.14W) or 2 toe nails on one side and I toe nail 2-5d common(2 112'x 0.1319 or
4-10d box(3"x 0.12&"), or on opposite side of ecrh rafter or 2-10d box(5'x 0.12W) ;or
4-3'x 0.131'nails truss 2 staples 13/4'
4-lbd (3 1/2'x 0.135');or Toe, nail 3-bd box 1(2 1/2'x 0.113");or
3-10d common(3 1/2'x 0.114&"); or lq I*x b"sheathing to each bearing 2-&d common(2 1/2'x 0.131") or I"nail
Roof rafters to ridge,valley or hip rafters or 4-10d box W x 0.128"); or 2-10d box(3'x 0.12W);or
4-3'x 0.151'nails
roof rafter to minimum 2*ridge beam 3-lbd box 0 1/2"x 0.135") ;or End nail 2 5tTIC5, I'(rown,lb ga,13/4' long
2-lbd common(3 112'x 0.62");or 3-bd box(2 1/2'x 0.113");or
3-10d box V x 0.120; or 3-&d common(2 1121 x 0.131"); or
3-3"x 0.131*nalls 20 1'x�Yand wider sheathing to each bearing 3-10d box(3'x 0.126");or I"nall
HALL 3 stTles, I"crown,lb ga,13/4' long
Kder than I"x LY
b 5tud to stud(not at braced wall panels) lbd common 0 1/2*x 0.1629 24'OL.face nail 4-M box(21/2'x 0.113); or
10d box(3" x 0.12W) ;or Ib"oL.face nail 3--8d common(2 1/20 x 0.131") ;or
3"x 0,131"nails 3-10d box(5"x 0.120;or
q 5tud to stud and abutting stud at Intersecting Ibd box(3 1/2" x 0.135*);or 12"OL.face nail 4 staples,I"crown,lb go,13/4 " long
wall corners (at braced wall panels) 3" x 0.131"nails I(?"OL.face nail FLOOR 5EAL
Ibd common(3 1/2*x 0.162") 4-bd box(2 1/2"x 0.113); or ?,r_-D ARC
10 Built-up header(2" to 2"header with 1/2'5pacer) Ibd common(3 1/2"x 0.629 Ib'OL.COM edge face nall 21 Jol5t to sill,top plate or girder 3-5d common(2 1/2"x 0.131") or Toe nall
l6d box(3 1/2*x 0.135") 12' OL.each edge face nail 3-10d box(30 x 0.120 ;or
11 Gontlnuou5 header to stud 5-8d box(2 In'x 0.113") ;or toe nail 3-3"x 0.131'nails
4-9�d common(2 1/2'x 0.131"); or bd box(2 112'x 0.113") 4"o.c.toe nall
4-10d box(3*x 0.128")
22 Rim Joist ,bond joist or blocking to sill or �d common(2 1/2"x 0.151") ;or
12 Top plate. to top plate Ibd common(3 1/2"x 0.62") W OL.face nail top plate(roof applications 0150) 10d box V x 0.125*) ;or b"OL.toe,nail 02 9 4 0
Iod box W x 0.12b");or 3*x 0.131'nails
3'x 0,131"naII5 12"OL.face nail 3-8d box (2 1/2'x 0.1139 ;or OF N�-*
Double top plate splice for 50Gs A-02 with &-Ibd common(3 1/2"x 0.162") or 23 1"x b"subf loor or less to each joist 2-bd wawnon(2 1/2' x 0.131") ;or face nail
sel5mic braced wall line spacing(25' 12-16d box 0 112"x 0.135);or face nall on each 51de,of end joint 3-10d box(3*x 0.12b") ;or
12-10d box(3" x 0.1209 ;or (minimum 24" lop splice length each 2 staples,I'crown, lb ga, 13/4" long
Double top plate splice 50Gs DO,DI,or 02; 0.131"nails side of end joint) 24 2"5MIoor to joist or girder 3-16d box(3 1/2" x 0.135");or Blind and face nail
and braczd wall I Inc spacing>25' 12-lbd(3/12 x 0155') 2-Ibd common(3 1/2'x 0.109
25 2"planks(plank 4 beam-floor 4 roof) 3-Irod box(3 1/2"x 0.1359 ;or At ea(h bearing,face nail
2-16d common(3 1/2' x 0.1629
3-lbd conynon (3 1/2' x 0.162")
26 Band or rim Joist to Joist 4-10d box(Y'x 0.125") ;or End nail
4-3'x 0.131"nails;or
4-3"x 14 go.5taples, 7/16"crown
TABLE R602.10.4 20d common(41 x OAZ ;or Nail each lajer as follows: 32*OL.
at!Lcp and bottom and"gered.
BRACING METHODS 10d box x 0.12W) ;or 24"OL.face nail at top and bottom
21 Built-up girders and beams,2 Inch lumber 3 "x 0.131"nalls staggered on opposite sides
Continuous Sheathing Method layers And;
2-20d common(4"x OA2");or Face nail at ends and at each
CONNECTION CRITERIA 3-10d box(3"x 0.12&0) ;or 5plice TABLE R602.10.3(l)
METHOD, MATERIAL MINIMUM THICKNESS FIGURE 3-3"x 0.131"nails
Fasteners Spacing 25 4-16d box 0 1/2'x 0.135") ;or BRACING REQUIREMENTS BASED ON WIND SPEED <
Ledger strip supporting Joists or rafters 3-16d common 0 1/2'x 0.162") or At each joist or rafter,face nail
Exterior sheathing per 6' edqe512*field 4-10d box(3"x 0.1259 or EXP05URE GATEC70RY 5 MINIMUM TOTAL LEN6TH (FEET) OF BRAGED HALL PANEL5
CS-WSP Table RbO23(3) 4-3*x 0.1131"nails 50- FOOT MEAN ROOF HIE 67HT
71 Bridging to Joist 2-10d(3'x 0.125") Each end,toe nail 10- FOOT HALL HIE&HT REQUIRED ALONC7 EACH BRAGED HALL LINE
1/2 2 f3RACE0 WALL LINES, %3 W
Gontinuou5ly 15hoathod
Interior sheathing per Varies by fastener ULTIMATE DE-516N BRACED KALL LINE METH005
METH005 W
wood 5trudural picinel 5PAGIW5 b 01`151 H5P 1CF-13, T-1
L Table RbO230)or RbO23(2) NIO 5PEED 5TORY LOGATION METHOD L113 METHOD 65
04M) OTEET) P135,PGP,HP5, UL
BV46P,ABH,PFH,
PF-r7,G5-5F6c
10 4.0 4.0 2.5 2.0 tu
20 1.0 1.0 4.0 5.5 ff
50 10.5 105 6.0 5.0 in
> in
40 13.5 13-5 &.0 (05 0 Z),
z
50 165 16.5 cl.5 5.0 Ul
60 Iq.5 ICIS 11.5 CIS >
10 -7.5 -7.5 4.5 5.5 :J W_
1120 20 14.0 14.0 5.0 1.0
50 20.0 20.0 11.5 q.5
IL
40 25.5 25-5 15.0 12.5 z
50 51-5 51.5 15.0 15.5 T_
ILI
5PLICIN6 OF TOP PLATE (00 31.5 5,75 21.5 15.5 3: a -1 V
TOP PLATE 5PLIG1 LEN6THt A < 0
TOP PLATE 5PLIGE TOP PLATE 5PLIGE 10 NP 11.0 6.5 5.5
REOUIREMENT5 REGUIREMENT5
20 NP 20.5 [is 10.0 7 T_
FOR HIND - EXP05URE5 E34G FOR HIND - EXP05URE5 [3�G - ta in <
ONE 5TORY 5LA13 ON 6R,4DE ALL OTHER GA5E5 50 NP 2q.0 11.0 145 -1 L!
E3UILDINC-7 MINIMUM 5PLICE 40 NP 55.0 22.0 15.5 -1
BUILDIN6 MINIMUM 5PLIGE 50 NP 41.0 2-7.0 25.0
DIMEN51ON (ft.) LENOTH (ft) DIMEN51ON(ft) LENC7TH (ft) TABLE R602.3(3) 60 NP 55.5 52.0 27.0
12 I-oil 31-011 121-011 21-011 Z
REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 10 45 45 2.5 25
I-oil I-oil I-oil I-011
I(b 4 16 5 20 8`5 &.5 5.o 4.0
MINIMUM ULTIMATE DE51ON 12.0 12.0 -1.0
20 I-oil 5'-011 201-011 4'-0 11 MINIMUM NAIL MINIMUM P4000 NOMINAL PANEL NAIL 5PAGINO HIND 5PEED V ult 15.5 15
5TRUOTURAL ANEL MAXIMUM HALL (Mph) 5 q.0
I-oil o PANEL 5PAN P 5TUD 5PACIN6 e ICIS ICIS 11.0
241-011 (9 24-011 41-011 51ZE PENETRATION RATIN5 THIGKNE-55 (INGHE5) EDGE5 FIELD k4ind ex o5ure r5afegory (00 23.0 23.0 15.0 11.0
(INOHE5) (INGHEW (INCHES O.G) (INGHE5 O.G) 13 G 0
2&-oil -7 I-011 251-011 51-011 bd COMMON 1.5 24/0 1/2" 1 ro 6 12 140 115 110 K
5 I-oll I-ofl 1 (2.0" x 0.113") 10 5.5 b.5 5.0 4.5 z
2 32-oil I-oil 20 16,0 16,0 cIS 11"0 t
I TABULATED 5PLIGE LEN67TH5 A5�5UME TOP PLATE-TO-TOP PLATE 12 170 140 135 23.0 23.0 13.5
36-oil q 1_0 11 36 I-oil -7 I-oil 5d COMMON 135 24/16 -7/16"
GONNEGTION5 USIN6 2-16d NAIL5 PER FOOT, FOR 5HORTER 5PLIGE (2.5" x 0.131") 50.0 50.0 1-1.5 15.0
24 6 12 115 1 3-1.0 3-7.0 21.5 is
I-011 I-oil 11 51-011 1 �101 17-
LEN6TH5, THE NAIL 5PAGING, 5HALL BE REDUCED IN ORDER TO 40 11 40'-0 60 44.0 44.0 25.0 215 Q
PROVIDE AN EGUIVALENT NUMBER OF NAIL5
131 101-011 FOR 51.. 1 IWGH = 25A mm,I mile per hour 0.4477 m/s. W z
501-011 -oil 501-011 A.Panel strength ctxlr,parallel or perpendicular to%pport5.Three-ply plywood sheathing with studs spaced more than 16 Inches on center shall be applied with 10 NP 13.0 is (05 X JE
11 )(91-011 (bot-011 I RJ
6,01-0 12-oil panel strength axis pexpenclicular to supports. 20 NP 24.0 13.5 U.5 (Y
<
2 TABULATED 5PLIGE LEN6TH5 A55UME A BUILDIN67 LOCATED IN 11 I-oil 11 1 5.Table, 15 based on wind pressure acting toward and away from building 5urfac-e5 In accordance with 5ection R3012.Lateral brocing requirements shall be in 30 NP 345 lq.5 I-1.0 tj)
-oil accordance with 5ection RbO2.10.
EXP05URE E3 AND G -701-0 Iq 101-0 14 G.Wood structural panels with span rating of k4all-lb or Vbll-24 shall be,permitted as an alternate to panels with a 24/0 5pan rating.Plywood siding rated lb o.c. 40 NP 44.5 25.5 22.0 DH5 NO
or 24 OL shall be permitted as an alternate to panel with a 24Ab span rat"S-bll-lb and Plywood siding lb OL.shall be used with studs spaced not 50 NP 55.0 51.5 2b-5 ---
I-oil I-oil I-oil I-oil
3 TOP PLATES, 5HALL BE A MINIMUM OF 5TUD 6RADE MATERIAL 50 1 22 &0 16 more,than lb inches on center. 60 NP r05.0 1 5-1.5 1 51.51
TABLE R507.6
DECK BEAM SPAN LENGTHS (FT. - IN.)
DEGK J015T 5PAN LE55 THAN OR EGUAL TO TABLE R507.4
SPECIES SIZE (FEET) MAXIMUM JOIST SPACING
10 12 14 16 lb
2 - 2 X 6 5 - 11 5 - 4 4 - 10 4 - 6 4 - 5 4 - 0 DEGK P05T 51ZE MAXIMUM HE16HT
2 - 2 X b -7 - 1 (0 - q 6 - 2 5 - q 5 - 4 5 - 0 4 X 4 b FEET
2 - 2 X 10 10 - 4 q - 0 b - 0 -7 - 4 (0 - q b - 4 b - 0
2 - 2 X 12 12 - 2 IO _ _7 q - 5 b - -7 b - 0 -7 - (b 1 - 0 4 X (5 & FEET
5OUTHERN PINE 5 - 2 X b & - 2 1 - 5 b (0 - 1 5 - 5 5 - 3 5 - 0 (0 X 6 14 FEET
3 - 2 X b 10 - 10 Cl - b 6 -7 - cl -7 - 2 (0 - 5 (6 - 4
5 - 2 X 10 15 - 0 11 - 3 10 - 0 q - 2 b - (b -1 - 11 -7 - (9
5 - 2 X 12 15 - 3 13 - 3 11 - 10 10 - q 10 - 0 q - 4 b - 10
3Xib OR 2-2X(b 5 - 5 4 - b 4 - 2 5 - 10 5 _ 6 3 - 1 2 - cl TABLE R507.2.1
3Xb OR 2-2Xb (0 - 10 5 - 11 5 - 4 4 - 10 4 - b 4 - 1 3 - b PLACEMENT OF LAG SCREWS AND BOLTS IN 6—ECK LEDGERS AND BAND JOISTS
3XIO OR 2-2XIO & - 4 1 - 3 (9 - 6 5 - 11 5 - 6 5 - 1 4 - b
3X12 OR 2-2XI2 Cl - b b - 5 1 - (9 (0 - 10 (9 - 4 5 - 11 5 - 1 MINIMUM END AND EDGE 015TANGE5 AND 5PAGIN6 BETHEEN ROH5
DOUOLA5 FIR-LARGH, 4 X 6 (b - 5 5 - 6 4 - 11 4 - 6 4 - 2 5 - 11 5 - b TOP EDGE BOTTOM ED 6E EN05 ROH 5PAGINC2
HEM-FIR, 4 X b b - 5 -1 - 5 6 _ 6 5 - 11 5 - 6 5 - 2 4 - 10
5PRUC,E-PINE-FIR, LE06ER 2 1 NGHE5 3/4 INGH 2 INCHE5 I 51b I NrHE5
REDHOOD, 4 X 10 Cl - 11 b - -1 -7 - b -7 - o (9 - 6 1 5 - b
HE5TERN GEPAR5,
4 X 12 11 - 5 q - b - 10 E5 - 1 -7 - -7 - 0 6 - -7 BAND J015T 3/4 1 NGH 2 1 NGHE5 2 INGHE5 1 5/5 1 NGHE5
PONDER05A PINE,
RED PINE 5 - 2 X (b -7 - 4 - b 6 - 0 5 - 6 5 - 1 4 - cl 4 - 6
3 - 2 X b Cl - -7 - 1 (0 - 11 6 - 5 (0 - 0 5 - b
3 - 2 X 10 12 - 0 10 - 5 cl - 4 & - 6 1 - 10 -7 - 4 6 - 11
SEAL
�_3 - 2 X 12 _� 13 - 11 12 - 1 10 - q q - 10 b - (9 b - I ED ARC
tk.K.
TABLE R507.2
DECK LEDGER CONNECTION TO BAND JOIST
(DECK LIVE LOAD 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) CP
,A
0 2 9 4
J015T 5PAN OF
1-111 TO b 7_ 1-111 TO 121 12-111 TO 141 141-111 To 1(91 161-111 To 0?
CONNECTION DETAILS 6' AND LE55 6 7 67-l" TO 10' 10 1
ON-GENTER 5PACIN5 OF FA5TENER5
112 INGH DIAMETER LAG 5GREN W 1/2 INGH 50 25 lb 15 15 11 10
MAXIMUM 5HEATIN 62
112 INGH DIAMETER E30LT H/ 112 INGH 5(b 36 34 2cl 24 21 Iq
MAXIMUM 5HEATIN6
112 INCH DIAMETER BOLT 1^V I INGH tu
MAXIMUM 5HEATIN6 56 2q 24 21 lb IL
Af&
TABLE R507.5 W
DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) 0 V_ t—
W tjj
5PAC,IN6 OF DEGK JOI5T5 HITH NO GANTILEVER 5PAGIN6 OF DEGK J015T5 HITH CANTILEVER [L
SPECIES SIZE (INGHE5) (INGHE5) 11)
12 I(Q 24 12 16 24 ILI
Table, P32013 W
2 X (b q 11 q 0 (9 - b ILI
51ZE OF TRAP5 FOR PLUMBING FIXTURE5 >
2 X b 13 - 1 11 - 10 Cl - b 10 - 1 10 - 1 q - 5 Z
5OUTHER N PINE PLUMBIN6 FIXTURE TRAP SIZE
2 X 10 1(9 - 2 14 - 0 11 - 5 14 - 6 14 - 0 11 - 5 (MIN. IN. )
U] Y
2 X 12 Ib - 0 16 _ (9 13 - 6 Ib - 0 16 _ (b 13 - 6 BATHTUB (with or without Z :J V
shower head and/or 1 1/2 6 0
<
2 X 6 1 - 2 (0 - 3 (0 - 5 3 whirlpool attachments) IL
Bidet 1 1/4
Z
DOU6LA5 FIR-LARGH, 2 X b 12 - 69 11 - 1 Cl - I C1 - 5 Cl - 5 Cl I Clothes with standpipe 2
HEM-FIR.,
5PRUC,E--PINE-FIR, 2 X 10 15 - b 13 - 1 11 - 1 13 - -7 13 _ _7 11 - 1 Dishwasher(on separate trap) 1 1/2 -1 < 0
Floor drain 2
2 X 12 lb - 0 15 - q 12 - 10 lb - 0 15 - C1 12 - 10 t-
Kitchen sink(one or two z
ta
2 X 6 b - 10 b - 0 1 - 0 5 - 1 5 - 1 5 - 1 traps, with or without fa
REDHOop, dishwasher and food waste 1 1/2 -A
HE5TERN GEDAR5, 2 X b 11 - 10 - 1 b - b b - (9 (9 disposer)- 11.1 1"
I Laundry tuT 1 1/2
PONDER.05A PINE, 2 X 10 14 - 11 13 - 0 10 - 1 12 - 3 12 - 3 10 - 1 (one or more compartments) Sec. P3103.1 Roof Extensions
RED PINE Lavatory 1 1/4 Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated Z
2 X 12 1-7 - 5 15 - 1 12 - 4 16 - 5 15 - 1 12 - 4 Shower(based on the totai snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, 0
flow rate through observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than
7'-0" above the roof. 0 -7
showerheads andbodysprays) Sec. P3103.2 - Frost Closure tu
Flow rate: Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or
5.7gpm and less 1 1/2 wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not
more than 5.7gpm up to 12.3gpm. 2 less than 1 foot inside the thermal envelope of the building.
TABLE R507.4 more than 12.3gpm up to25.8gpm 3
MAXIMUM JOIST SPACING more than 25.8gpm up to 55.6gpm 4
Z
MATERIAL TYPE AND MAXIMUM ON-GENTER J015T 5PAGIN6
NOMINAL SIZE PERPENDICULAR TO _1015T DIAGONAL TO J015T FLUMBIN
1.ALL HA5TE AND VENT PIPINC7 ABOVE 6RADE 5HALL BE PVG 56HEDULE 40 I?HV.
I 1/4-INGH-THIGK HOOD 16 INGHE5 12 1 NCHE5 2.ALL KA5TE PIPIN6 E3ELOH 6RADE 5HALL BE 5TAWAPD ImEIC-HT GA5T IRON..
3.ALL HOT AND GOLD HATER aMY PIPINC,9iALL BE TYPE L COPPER TUBINC7,
LU Z
ALL 5OLVER 5HALL BE LEAD FREE.
2-INGH-THINGK HOOD 24 INGHE5 169 INGHE5 4.ALL 9JPPI-Y PIPINC7 5HALL BE MULATED NTH VT MLLATION. ILI
5.ALL FIXRRE5 9iALL BE A5 SELECTED 13Y OHNER_ 0- < I-_ tn
b.ALL WORK%IALL GONFORM TO REGUIREMENT5 OF TW FIEALTH 08-r,
PLA5TIG GOMP051TE IN AGGORDANCE H/ IN AGGORDANGE VV 5TATE BUILDIN6 NO ENEI�YCOPE. OV46 NO
5EGTION R501.3 SEGTION R501.3
2020 W5 ENFERCS'� CONSERVATION COPPE
TABLE R402.4.1.1
AIR BARRIER AND INSULATION IN5TALLATION
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTAL-ATION CRITERIA
A continuous air barrier shall be installed In Air-permeable Insulation shall not be used or, Batts in narrow cavities shall be cut to fit,or
the,building envelope. a scollirg material. Narrow cavities narrow cavities shall be,filled by linsulation
General requirements The,exterior thermal envelope cmtoW a that on linstallation reodilq conform to the
continuous air barrier. available G"space.
Breaks orJoints In the air barrier shall be
sealed. Air sealing shall be provided between the
The air barrier in any dropped cz-flIng/soffit The. insulation in any dropped cellinqlsoffit Garage separation gorage and conditioned spaces.
c
Mil be aligned with the, k6ulation and cry shall be aligned with the air barrier.
9op5 in the,air barrier shall be sealed. Recessed light fixtures Installed in the building Recessed light fixtures Vistalled in the.building
re-ilkwattic, Recessed ligihtlng thermal envelope shall be sealed to the, thermal envelope shall te air tight aid IG
Access openings,drop down stairs or knee cvgwoll. rated.
wall doom to unconditioned attic spaces
shall be sealed. Bott insulation shall be cut neatly to fit
around wlrhg and plumbing in exterior walls,
The.juwtlon of the foundation and sill plate Cavities within cornerr,and Mader5 of from Plumbing and wiring or insulation that on linst4liation readily
shall be sealed. walls shall be Insulated by corTletely filling conforms to available space shall extend
The junction of the top plate and the top of the cavity with a material having a therywl behind piping aid wiring.
Walls exterior walls shall be sealed. resistorrx of R-3 per Inch minimum.
Knee.walls sholl be sealed. Exterior thermal envelope, insulation for fromed The air barrier installed ot exterior walls Exterior walls adjacent b showers and tubs
walls shall be Installed in substantial contact 51-owerAub on exterior wall adjacent to showers and tubr,shall separate shall be Insulated.
ad continuous alignment with the air barrier. them from the showers and W-,w,.
The space between window/door jambs aid The air barler shall be installed behind
Windows.s4light5 and doors framing,and s4light5 aid framing shall be Electric-ol/phone box on exterior wolfs electrical or communication boxes or
sealed. oir—sealed boxes shall be Installed.
Rim Joists shall include the air barrier. Rim joists shall be insulated. WAG rql5ter boots that penetrate,building
Rim joists WAG re,915ter boots thermal envelope shall be sealed to ft
wVloor or dr9woll.
1j)
The.air barrier shall be lInstalled at any Floor framing cavity insulation shall be z
exposed edge of insulation. bstolled to maintain permanent contact with Vben required to tw,sealed,concealed fire,
the underside of subfloor decking,or floor sprinklers shall only be sealed In a manner
Floors(Including above garage a-d froming cavity h5ulotion shall be permitted that is recommended by the mcnAcr-turer. >
cantlIevered floor�d to be. in contact with the top side of Concealed sprinklers Caulking or other adhesive 5colant5 shall not
sheathirg or continuous insulation Installed on be used to fill voids between fire sprinkler
the underside of floor framing and extends cover plates and walls or ceillngs.
from the,bottom to the top of all perimeter
floor froming member-s. SEAL
Exposed earth in on unvented crawl space INhere provided kr�,teod of floor insulation, Duct shafts,utility penetrotion5,aid flue ?,E ARC
Growl spoce walls shall be oovered with a Class I vapor retarder insulation shall be permanently attached to 5hafts,penetrations sWts opening to exterior or unconditioned K.
with overlapping Joints taped. the crowlspoGe walls. spow shall be sealed.
EXTERIOR IN5ULATED WALL
41-
0 2 9 4
ATTIC IN5ULATION IN5TALIL INTERIOR 5HEATINC7 PLYWOOD/055 514EATIN6 OF N�_
IN5TAILL I"RIGID 1145ULATION 51TE BUILT ATTIC ENGL05URE MECHANICALLY 5EURED AT EXTERIOR WALL PRIOR
CUT TO FIT BETWEEN THE RAFTER5. TO INTERIOR WALL A55EMBLY PORCH RAFTER
FOAM ffib%L 130TH 51DE-5 ALONG RIGID IN5ULATION *R-VALUE/DEPTH PER(LIMATE"
RAFTER WITH EXPANDING FOAM 5EALANT. PARTITION WALL PARTITION WALL
MAINTAIN EGJAL VENT 5PAGE VENTED AIR5PACE
FOR LENGTH OF R1610 IN5ULATION
I I I 1 1 14 GOMPRE551BLE PEATHER5TRIPPINC-7
ATTIC IN9A_ATION IIIIIIIIIII:#ft:[#ftH11111111 ' ' ' 11i' 'iffiffil AT PERIMETER OF ENGL05LRE 2X LE06ER ON TOP OF
5EALANT TYPICAL WEATHER BARRIER AND 5HEATI%
IN5TALL I"RIGID jjfCA'O
ro
1149ULATION VERTICALLY TO MECHANICAL LATCH TO
CONNECT INSVLATIN6 5FEATING ATTIC FLOOR FRAMING PRI-55URE 5EAL AT ro
TO RIGID IN5ULATION BAFFLE HEATHER5TRIPPIN&
FOAM 5EAL BOTH JOINT5
Z LADDER BLOCKING A5 REOV BUILDING PAPER/
CONTINUOU5 BEAD OF:5EALANT IN50LATED EXTERIOR WALL HEATHER BARRER
1 1/2"RIGID IN5ULATION
EXTERIOR IN-c-A)LATED WALL 0 MANUFACTURED PULL
DOWN 5TAIR
1:)ETAIL
AIR SMALINS AT C-OWON HALL N.T.5
IM rMM 0MLLINS UNITS Allf
1:)F.TAIL
I" rXT. INSULATION SW,.ATINry AS N.T.5 Ai!nS, r;)r=TA I L W
ATTIC, MAVZ BAFFLE AND VENT Ae!!�i r;)r=TAIL V_
AIR. SEALINO AT ATTIC, FULL DOM ATTIC, STAIR. N.T.5 Q -
W
AIR SMALIN& AT PORC44 ROOF AT N.T.5
MANUFACTURM REGE55ED L16n ENCL05URE 1/2N MYY400P rXTEMOR SHMATIN& IL
AT710 IW5ULATION
ATTIC TRU55
VENTED AIR5PAGE
I
ATTIC IN5ULATION > m
J il
z
IN5TALL I"RIGID ROUGH CVT >
<
AROUND VENTILATIO14 GRJTE
- AIRSEAL PERIMETER KITH J1 I-A-1 Z ju
PREFAB
EXPMDIN6 FOAM 5EALANT FIREPLACE UNIT EXPNAVIN6 5EALANT AT PEIMETER
DRYWALL CEILING
RECE55ED LIG-KINC-7 FIXTUIZE EXTERIOR IN5ULATED WALL
GONTI"X%BEAD OF 5EALANT JU Z
GONTINUOU55 BEAD OF 5EALANT I
MULATED EXTERIOR ILI
1 1/2'RIC7112 IN5ULATION 5TUP WALL RIGID IN5ULATION 5HEAT14INC7
"R-VALUE/THICKNE55 PER CLIMATE
IW2TALL INTERIOR (TAPE ALL JOINT5)
EXTERIOR IW5ULATEI9 WALL �*EATI%PRIOR TO 1:�ETAIL
INTALLATION OF PREFA13
z
FIREPLACE UNIT AIR SEALIN& AT RWESSW L1644TINS IN ATTIC, N.T.5 PORCH RAFTER th <
U1
r:>ETAIL 2X L6X-;ER ON TOP OF
R1610 IN5ULATION
I" RIC710 INSULATION AS ATTIC EAVE N.T.5 U1 z
SAME CWT AROUND MANUFACTUFZ= VENT 00"NUOU5 BEAD OF 5EALANT
7
U]
ATTIC IN51)LATION "*-�N000 FRAmE FLOOR A%Emi3LY
:3
NOTE :
HOOD TRU55 FRAMING ji
4 Z
PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 <
%EATH INTERIOR OF A AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS
G AC4C;E%TO
A"OF IN50LATION LEVEL OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-
ADHERING POLYMER-MODIFIED BITUMEN SHEET IN
N5ULATION PLACE OF NORMAL UNDERLAYMENT AND SHALL
A- EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR IS
WALL LINE.
W
ACCE55 PANEL
DRAW ACZE55 PANEL 5NUC7
WITH PERIMETER 5GREW5
_TRIM AS REQUIRDED Ae!�� METAL 8- IL < V- 12�
FIN15HED GEILIN67 CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS ZS, r;)ETAIL DV467 NO
AIR SMALINO AT PLATFORM IWOR N.T.5 OF UL 127 AND SHALL BE INSTALLED AND
MANUPAC�TUIUV IEIPZPLj&41! ASSEMBLY TERMINATED IN ACCORDANCE WITH THE AIR. SMALINS AT IMORZ44 ROOIN AT I" N.T.5
ZS, r;)r:TA I L MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 P.16112 INSULATION SHMATINO
AIR SMALIN& AT ATTIC, HATC-44 // ININISH SCREM N.T.5
5TA66ER FA5TEWR5 IN 2 RON5
F16LIRE R5,01.230)
DECK ATTACHMENT FOR LATERAL LOAD5 F16URE R602.10.0) LA6 56REK OR BOLT *015TANCE 5HALL BE PERMITTED TO
BRACED HALL PANEL CONNEGTION WHEN PERPENDICULAR TO FLOOR/GEILI%FRAMINC7 BE REDZED TO 4.5" IF LA6 5GREH5
ARE U5ED OR E30LT 5PACIN6 15
FLOOR 5HEATINC7 NAILIN6 j eNOTE: TH115 DETAIL 15 APPLIGAPABLE REMED TO THAT OF LAC7 5GREW5
61 MAXIKH ON CENTER TO
HOLD DOWN OR 5HEATIN(5 TO ATTACH 2X5 LE06ER5 TO 2X&
J015T WITH HOLD DOWN OR 51MILAR DEVICE WHERE FLOOR J015T5 ARE 510INC-7 BAND J015T5.
5Z PARALI El TO PECK J015T5. LE06ER
53"MIN FOR 2X5
FLA51NC7 FOR WATER TIC-HTNE55 CONTINUOL15 RIM ADVInONAL FRAMIN6 R)LL HE16HT BLOGKIN6 bf MIN FOR 2XIO FOR 51: 1 INCH 25.4 MM
DEGKIN65 OR END J015T MEM13ER DIRECTLY ABOVE 0 16'OL.ALON67 '75"MIN FOR 2XI2
BRACED WALL PANEL BRACED WALL PANEL
FLOOR,JO15�F_x DECK J015T 2X LEDC7ER WITH FA5TENER5 N N I
IN ACCORDANCE WITH TA13LE R50-1.2 bd @ b"O.c.ALON6 8d @ b"OL.ALON6 TOE NAIL 3-&d NAILS AT
FLOOR J015,T_� APPROVED J015T HANC-kR5 BRACED HALL PANEL BRACED WALL PANEL EACH BLOGKINC7 MEMBER
HOLD-DOHN DEVICE MIN.150 LB.CAPACITY BRACED HALL PANEL BRACED WALL PANEL BRACED HALL PANEL
I
AT 4 LOGATION5,EVENLY 015TRIBUTED
ALON6 DECK AID ONE P41THIN 24*Of:EACH
LE06ER
I END OF THE LE06ER.HOLD-DOHN VEVIGE5 3-1bd @ tb"OL.ALON6 3-16d @ Ib"O.C.ALON6 5-16d AT EACH
%IALL RLLY EN6A6E DECK J015T PEP, BRACED HALL PANEL BRACED WALL PANEL BLOGKIN(5 MEM13ER
HOLD-POHN MANUFAGTLRER.
A RLLY THREADED 3/5N DIAMETER LA6 GONTINUOt6 RIM ADDITIONAL FRAMIN6 2-16d NAIL5 EACH 51DE
5GREH PREPRILLED WITH MIN.3"PENETRATION OR END J015T MEMBER DIRECTLY ABOVE RLL HE1614T BLOGKIN6
TO CENTER OF TOP PLATE,5TUD5,OR HEADER. BRACED WALL PANEL 0 Ib"O.G.ALONO
BRACED HALL PANEL
FOR 51: 1 INCH = 25.4 MM FOR 51: 1 INCH 25.4 MM
Toble, P32013
51ZE OF TRAP5 FOR PLUM13145 FIXTURE5
VENTED ATTICS WITH AIR PERMEABLE INSULATION
Sec. P3103.1 Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE Z
Open vent pipes Lhat extend through a roof shall be terminated not less than 6 inches above the anticipated TRAP SIZE
snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, PLUMBIN6 FlXnRE (MIN. IN. ) VENTS THAT EXTENDS OVER INSULATION (TYP. )
observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than >
71-0" above the roof. BATHTUB (with or without
Sec. P3103.2 - Frost Closure shower head and/or 1 1/2
Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments)
wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: 5EAL
less than 1 foot inside the thermal envelope of the building. Clothes with standpipe 2 PROVIDE ICE BARRIERS AS PER SEC.R905.1.2 �,Eo ARC
AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS 1A K. re, fy
Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF--
- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN
Floor drain 2 PLACE OF NORMAL UNDERLAYMENTAND SHALL
Kitchen sink(one or two EXTEND A MINIMUM OF 24�'INSIDE THE EXTERIOR
traps, with or without WALL LINE. (P
dishwasher and food waste 1 1/2 101-
disposer) 02940 'Z)
SHEATHING Laundry tub 1 1/2 OF NE*
(one or more compartments)
AIR SHIELD Lavatory 1 1/4
,,�LIQUID FLASHING Shower(based on tlie totai NOTE:
flow rate through PROVIDE SMOKE DETECTORS &
showerheads and bodysprays) CARBON MONOXIDE DETECTORS
Flow rate: AS PER SEC. R314, 315
5.7gpm and less 1 1/2 OF 2015 IRC
more than 5.7gpm up to 12.3gpm. 2 DETECTORS TO BE HARDWIRED
more than 12.3gpm up to 25.8gpm. 3 &INTERCONNECTED.
AIR SHIELD more than 25.8gpm up to 55. 6gpm 4 1
NOTE:
FILL JOINT WITH LIQUID FLASHING & CREATE 111 BAND NOTE:
OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING
SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS
SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND tu
TERMINATED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005
C�
LU
REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION
W
PRE-ENGINEERED WOOD CONSTRUCTION ANUOR TIMBER CONSTRUCTION
(L
THE CONSTRUCTION TYPE t"
DESIGNATION SHALL BE D-1
1 , 11 , 111 , IVOR V lu
>
TO INDICATE THE CONSTRUCTION :3
Z
CLASSIFICATION OF THE STRUCTURE
L UNDER SECTION 602 OF THE BCNYS SECTION 1265.4 SIGN OR SYMBOL t- <
:Z I" _V
(A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER 5
6" DIAME VER STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST
CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OFA CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THEBACKGROUND
Cj
(B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED tL til Z
EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187.
(1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER,
OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER
REFLECTIVE RED -A
SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL.
PANTOINE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE
REFLECTIVE VVHITE
(2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS:
AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN @ IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE
A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V'AND
EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE
EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"1",11","111","W',OR'V'TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE tu
LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS.
EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) C;
(C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION ul Z (I
OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: CD "
OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL @"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS;
HAVE BEEN AFFIXED. (ii)'IT'SHALL MEAN ROOF FRAMING;AND 7
0-
(iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. -
(D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART t-
AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN
CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE
SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. :5
1/2 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE
OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY
STROKE OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT ROOF FLOOR
DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS
TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V
COMPONENTS THAT ARE OF
TRUSS TYPE CONSTRUCTION
FLOOR FRAMING , INCLUDING Z�
!� W 0 F- (j)
F GIRDERS AND BEAMS (y t" I
6- d < �_ <� M
RROOF FRAMING F - PH 0 NO
FLOOR AND ROOF FRAMING
FR ROOF AND FLOOR
BUILDIN6 IN9:EGTOR HILL VERIFY IN5TALLTION OF 516N 5YMBOL MIN6 FINAL IN5PEGTION.
5ENERAL NOTE5 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CLIMATE ZONE 4A SLOCKINQ 0 ENDKAU
TABLE R301.20)OF THE 2020 NYS UNIFORM CODE
6ROUND WINDOESIeN SEISMIG 5UBJEGT TO DAMA6E FROM HINTER ICE SHIELD FLOOD AIR MEAN OENERAL I"165TENINC-7 5CHEDULE ROSE-KA1rORMI FRAMINS ONLY
6ENERAL: M16N DESIGN UNDERLAYMEM FREEZI% ANNUAL
SNOK LOAD SPEEUO WE EMAL 5ORNEBORNE CATE60f;ZY WATHERINQ FR05T LINE TERMITE TEW REWIRED RAZAI;V INDEX TEMP USE A MINIMUM OF
1. No WORK 15 TO START UNTIL A PERMIT 15 013TAIWD FROM T14E BUILDING (I") EFFErT5k REC71ON DEBRIS DEPTH RESIDENTIAL CODE OF NEA � ORKIBTATE TWO 8d NAILS THIS
DEPARTMENT. 20 P5F 130vult NO NO FRjMM4 CONST 13 SEVERE 3 FEET MODERATE 15- YES NO 50101 510 1 SIDE OF TRU56.
1 4 FIRE 15LANDI I BOF TO HEAVY I I R3012.1.1 DE516N CRITERIA. CONSTRUCTION IN RE610M WHERE THE 5A51G TOTAL 4-bd NAILS
2. ALL WORK SHALL CONFORM WITH THE 2020 RE51DENTIAL CODE OF NEW YORK STATE HINTER DE516N TEMP; WIND SPEEDS FROM F16URE R301.2(4)EGUAL OR EXCEED 130 MILES PER HOUR INTO TRUSS.
AS HEH AS ALL CURRENT NEW YORK STATE CODES -INTERIORSPAGB INTENOW FOR HUMAN OMPAWY SHALL 13E PROVIDED WITH AN INDOOR TEMPERATLRE OF NOT LE55 THAN bb*F AT A POINT 3 FEET ABOVE THE FLOOF ON THE DESIqM". JW RW-L BE DE516MED IN ACLORIDANCZ WITH ONE OF THE FOLLOWING.
-SYSTEM DE516H 94ALL 13E BASED ON MAX12*F HEATI%,MINIMI.IM15*F COOLING 666
-DEGREE DAYS W LA6UARDIA)4bli,HINTER DE516N TEMPI5'F,DRY ML13 bq'F,NET MB-75'(2020 IFG APPENDIX D) ATTIC, _9
5. ALL UNNOTED OR NONVI515LE EASEMENTS OR CONDITIONS HHIGH SHALL ARISE -AS PER NY5BG 2020 CHAPTER 16 SECTION I"AND A5GE-12016,WIND EXPOSURE CATE6OFY AND SURFACE R0U5HNE55 B 1.PLANS HAVE BEEN MIC94ED IN ACCORDANCE WITH AMERICAN FORREST X,
DURING THE COURSE OF GON5TRXTION THAT 015A6REE5 HITH THAT INDICATED -USE C FOR BOTH 50M SHORE AND FIRE 15LAND AND PAPER A550CIA11ON(AF7PA)-HOOD FRAME CONSTRUCTION
ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY TA13LE R301.1 b MANUAL FOR ONE AND TWO FAMILY DWELLINGS WM); BLOCKING 2 BAY5_/�
THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND ALLOWABLE DEFLECTION OF 5n;wTuRAL,MEI%ER5 BACK @ 4�
CONTINUE To WORK HE HILL TI-EN A55ME ALL RESPONSIBILITY AND LIABILITY MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ALLOKA13LE 2 -bd NAI
AR15IN(5 THEREFROM. [REFER TO TABLE R3015 OF THE RE-51DENTIAL CODE OF NEW YORK 5TATE1 STRUCTURAL MEMBER DEFLECTION INTO
4. No DEVIATIONS OR GHAN6E5 TO ANY PART OF THESE PLANS SHALL BE MADE UNLE55 RAFTERS HMAN65LOPE5 GREATER THAN 3:12 LA50 8 -5d IL
FIRST APPROVED 13Y THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. USE LIVE LOAD WITH NO FIN194ED CEILING ATTACHED TO INTO 5TUI? 51mp5on 5trong-Ile
5. DRY HELLS AS REQUIRED BY STATE AND LOCAL CODES. UNINHABITABLE ATTICS WITHOUT STORAGE(b) 10 Psf RAFTERS X SECOW FLOOR FU H`7Z
(9. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT UNINWITA13LE ATTICS P41TH LIMITED STORAGE(b -io-Psf INTERIOR WALL5 AND PARITIONS HAbO
TO REV15ION AS PIER ACTUAL FIELD CONDITIONS. THE DISC RETION C-,C- 'ME OWNER, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 pst FLOORS U:%O BLOCKING 2 BAYS RAr-TER TIE METAL
AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. EXTERIOR BALCONIE5 AND DECKS e 40 Psf CEILINGS P41TH BRITTLE FINISHES(PLASTER 4 !ffUGC43�1%0 BACK @ 4'-0'O.G. Simpson Strong-Ile H"? Z NTS.
1. OMER/CONTRACTOR ARE RESPONSIBLE To OBTAIN INSPECTIONS,APPROVALS, CEILIN65 WITH FLEX113LE FINISHES(C7YP BOARI?) L/240
CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND UL. APPROVAL. FIRE ESCAPES 40 psf ALL OTHER STRUCTURAL MEMBERS U240 INTERIOR ZONE
b. TH15 SET OF PLANS 15 THE PROPERTY OF TEHN DESIGN 6ROUP LLG. AND 15 GUARDS AND HANDRAIL5 (d 200 psf 0 EXTERIOR WALLS-WIND L6�Ds WITH PLA5 rER oi�lz3bo
FOR THE ONE PRO-ECT NOTED HEREIN ONLY(EVEN IF TH15 PROJECT 15 NOT GUARD IN-FILL COMPONENTS(f 50 p5f(h STUCCO FIN194 PERIMETER ZONE FIRST FLOOR
CON5TRUlGTEI?).THE. PLANS SHALL NOT BE ALTERED,REPRODUIGED OR USED IN ANY KAY PAS5EN6ER VEHICLE GARAGES 50 PSI`(0, EXTERIOR WAU-5 4-41NO LCI�M WITH OTHIEF H1240
HITHOUT HRITTEN FIERM155ION OR COMPENSATION OF TEHN DE-516N GROUP LLG. ROOMS OTHER THAN SLEEPING ROOMS 40 p5f BRITTLE FINISHES NOTE: GABLE HALL
30 p5f EXTERIOR HALL5-HIND LOADS WITH d 1.FOR GABLE ROOFS 100 TO 450 PITC+E5 (W65E ZOWJ BLOCKING 2 B�AY`5
q. THE ARCHITECT OF EN51NEER 15 NOT RETAINED FOR 5UPERV15ION OF WORK AND SLEEPING ROOMS H/120 or 4'
FLEXIBLE FIN19ES BACK @ 4'-0"O.G. A.
15 RESPONSIBLE FOR DESIGN INTENT OtILY. STAIRS 1 40 p5l'(G r LINTELS SUPPORTING MA50WY VENEER HALL, LlbOO 2.51EE FA5TENIN5 5CH8?ULE A FOR NAILING
10. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE IN EA.ZONE v
BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS.
11. CONTRACTOR SHALL 13E FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF
ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN TH15
TH15 PROJECT HM-I THE M05T STRINGENT RECOMMENDATIONS /REQUIREMENTS
TO BE FOLLOWED.
12. IT 15 THE INTENT 01.': THESE PLANS TO EXPLAIN T'HE REQUIREMENTS OF THE PROPOSED L
NAILIN6 AND STRAPPINC-7 ALL 5TRAPPING; TO BE I x I(b 6AUOE 5TL Z
CONSTRUCTION. HONEVER FIELD CONDITIONS MAY AR15E DURING CONSTRUCTION 4 L/3 0
THAT MAY NOT HAVE BEEN EXHAU115TIVELY DETAILED. "51MP50N" EQUIVALENT - G516Z (GOILED 5TRAP) �J)
13. ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 12" MIN. BEARIN6 >
14. HALL AND CEILING,FINISHES SHALL BE IN ACCORDANCE H" SECTION R'701 AND INSULATION T
SHALL 13E IN AGGGORDANGE Hn SECTION R31b. -NO NOTCHES_
15. INTERIOR HALL COVERING SHALL BE IN ACAC49POANGE WITH SECTION R102 AND AT RAFTER TO RIDGE CONNECTION o EACH 0/6 MAX. PERMITTED
EXTERIOR HALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R103 SEAL
FOR STRAP- 2 jtd COMMON NAILS 0 EA.END OF STRAP 016 MAX.
16.TH15 PROJECT COMPLIES H/THE NEW YORK STATE 2020 UNIFORM CODE FOR NOTED COLLAR/GL6 TIE- 2 LQd COMMON NAILS @ EA. ARC
MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23,
PLUM51N&SYSTEM COMPLIES CHAPTER 24 THROU OH CHAPTER 33, 12 FLOOR J015T--GENTER CUT
ELECTRICAL SYSTEM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 SIMPSON 5TRON6nE 0/4 MAX.
-Z
CARPENTRY: ALTERNATE SIMPSON 5TRC 147Z AT RAFTER To TOP HATE TO STUD CONNECTION. @ 16'OL.
I. ALL LUMBER SHALL 13E D.F. #2 OR BETTER UNLE55 OTHERN15E NOTED (U.O.N) COLLAR TIE + 'A 01-
FOP,STRAP- 2 & d COMMON NAILS @ EA.END OF STRAP -91 1�1 02 9 A
2. ALL LUMBER TO BE A MINIMUM OF bm ABOVE FIN15HED GRADE. (U.011) FOR 1OENAILIW5- 5 d COMMON NAILS F N
3. SILLS To BE FLASHED(TERMITE SHIELD) K/SILL SEAL. SILL TO BE A.G.O. HOOP t-TERNATE FOR CA TO RR.- 11 lb d COMMON NAILS(FOR 5 PITCH)
A&I cl LO d Ca+"NAILS(FOR 5 PITCH) Df3 MAX.
2-2" x b" VON. CEILING TIE FOR Ct OF EA.PLATE To PLATFORM ABOVE- L !!�d COMMON NAILS @ 16'O.C.
4. ALL JOISTS HANGERS TO BE NTEGO" OR EQUAL, FULL SIZE.
5. DOUBLE HEADERS AV TRIMMERS ABOUT ALL OPENINGS. (U.ON)
6. DOUBLE JOISTS WIDER PARALLEL PARTITIONS, POSTS,AND BATH TU55. (UI.ON) AT 5M TO FLOOR A55EM13LY TO STUD CONNECTION @ I&,o.c. MAX.0 FROM
1. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4' BEARING. (Owy APPLICiABLE FOR Two STORY cowiGURATio%): SUPPORT FLOOR J015T-EW CUTS
b. ALL WINDOWS To BE IN CONFORMANCE H/ATTACHED ENERGY STATEMENT IN FOR STRAP- 3 &d COMMON NAILS 0 EA.END OF STRAP
MODELS NUMBERS ON PLANS. FOR q OF EA.PCATf_TO PLATFORM ABOVE 4 @ Ct OF:EA.PLATE TO
q. PROVIDE ATLEA51'(1) WINDOW(OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY ALTERNATE PLATFORM BELOW 16 d COMMON NAILS @ lb-OL. <
ESCAPE. IN CONFORMANCE HIT14 2020 NEW YORK STATE BUILDING CODE CONFIGURATION wr
SEG. R,310 MIN OPENINC-70F 5.150. FEET(5.0 50.FEET @ C-RADE LEVEL WHEN GRADE L---L 013 MAX.
TO 5ILL 15 LE55 THAN 441 OR LE55) K/MINIMUM NET HEIGHT 24' AND MINIMUM NET HIDTH
OF 20" (OPERATION wo NEED FOR TooLS) BoTrom OF OPENING @ 44" MAXIMUM A.F.F. AT STUD TO FLOOR A55EM13LY TO SILL PLATE-115)CONNECTION 0 lb*OL.
10. EXTERIOR HINDOH5 ARE TO BE DE516NED IN ACCORDANCE WITH SECTION RbOcl. - 2 E d COMMON NAILS @ EA.END OF STRAP
ALL GLAZING SHALL COMPLY HITH 5ErTION R30&. FOR q OF EA.RATE TO PLATFORM BELOW- RAFTER CEILING,JOISTS tu
11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R3115 TO R31153 I lb d COMMON NAILS @ 16'O.C.
12. M015TURE VAPOR BARRIER 15 TO BE INSTALLED ON THE HARM-IN-HINTER 51DE OF THE 4
IN50LATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING
ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. '5IMP5ON'LTP4 D/3 MAX
13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION RqO52. (OR EGUAL)
ELEGTRIGAL: Atli,
1. ALL NEWLY IN5TAH ED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2 IN.MIN.FROM TOP
AT STUD TO FLOOR ASSEMBLY TO 5ILL PLATE(5)CONNECTION AND BOTTOM OF J015T
2020 RESIDENTIAL CODE OF NEW YORK STATE 5LAO ON GRADE APPLICATION: @ 32"O.C. W
PIPE OR CONDUIT
2. CONTRACTOR HILL FURN15H A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION FOR STRAP- a t d COMMON NAILS 0 EA,END OF STRAP 0(AG"AL DE" W
A
OF WORK. FOR q OF EA.PLATE To PLATFORM w±ow- 1 Lb d COMMON NAILS
0_
3. ELECTRICAL HIR1146 AND EQUIPMENT TO COMPLY H/CHAPTERS 34-43 0 32'OL. CUTTINO PRILLIN& AND NOTCHINS 1;)ETAIL
AND LOCAL BUILDING DEPARTMENT. OF JOIST5
4. SMOKE DETECTION AS PER N.Y.5. CODE SECTION R314. TYPICAL SECTIOW DETAILS
ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD HIRED.
5. EXHAU15T FOR THE:CLOTHES DRYER SHALL BE IN AGCORDANGE HITH5EGTION M1502. lu
>
6. THE EXISTIN6 El ECTRICAL SYSTEM SHALL BE CAPABLE Of: HANDLING THE IMP05ED LOADS OF
PROP05ED ADDITION. IF NOT,SYSTEM SHALL 13E UlP6P.NDED TO MEET CODE COMPLIANCE. Z
NAILINS 4 STRAPPINC-7 EXTERIOR AlNr;�ON/DOOR HEADER 11111
FOUNDATION5, "'ONGRETE AND MA50NARY: >
TABLE R501.2.1.2 <
1. ALL FOOTINC75 TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. HIND-BORNE DEBR15 PROTEGTION FA5TENIN6 5GHEDULE :Z lul Y
NOTE
2. 501L A550MED TO HAVE A MINIMUM BEARING CAPACITY OF (I)TON/50. FOOT. FOP, HOOD 5TRUCTURAL PANEL5 ALL STAIRS, HANDRAIL5 4 T-
3. FOOTINGS TO REST A MIN 3'-0" BELOW GRADE. U.O.N. STEP FOOTINGS @ 1:2 RATIO RAILINGS SHALL COMPLY
H/RONY5 SEC. R-311 IL 0
Ul Z
(I' RI5E MAX) FA5TENINO SCHEPULE 5
4. K�NLI_5 TO BE POURED CONCRETE OF 51ZE AND REINFORCEMENT 5HOM ON
FA5TENER 5PAGINC7 (INGHE5�,b
PLANS. (U.ON) ROUGH OPBIN5 FRANIN6 REGUIEREMENT5 FOR WINDOW OPENINC-55 TOP PLATES
5. NO BACK FILL SHALL 13E PLACED AGAINST FOUNDATION HALLS UNTIL FIRST TIER OF FA5TENER PANEL 5PAN 4 FEET b FEET A- (IN ACLORDANCE P41TH HOOD FRAME 3:
FRAMIN 6 OR PROPER BRAGIN 6 15 IN PLACE. TYPE 4 FEET PANEL SPAN PANEL SPAIN COMMON MANUAL 2001 EVITIONI
<b FEET <5 FEET
NOTATION in <
rb. FOOTINGS TO BE OF POURED CONCRETE OF 51ZE SHOWN ON PLANS. 0 A B 6 D E F tu BOFfD HOLE MAX
No. b WOOD SCREW BASED DIA.40 PERCENT
ELL] -elf
1. ALL OPENINGS FOR C-6 FLUIE5,UTILITIES,ETC.TO 13E FILLED 50LID HITH CONCRETE. ANGHOR WITH 2-INGH I(b 10 a OPN5 OF STO A
ALL GIRDERS HITH BEAM POCKETS ARE To BE STEEL SHIMMED H/ 1/21 SPACE to EMBEDMENT LENGTH E- 2'-0" 2 1-2"X 4' 1 1 1 1 § I t" lu
SIDES AND ENDS. UI.O.N. < 0
ALL CONCRETE 1-0 HAVE AN ULTIMATE GOMPRE551VE STRENGTH to 2b DAYS OF NO. 10 HOOD SCREW BASED LU
3,000 P.5.1. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. ANGHOR WITH 2-INGH 16 12 Ci 4'-0" 4 1 1-2'X 4' 2 2 1 2 1 2 /HARDV�40FOD OR STEEL HANDRAIL Z
5/b"MIN.TO EDGE
lu Z
3,5oo P.5.1. 6ARA GE SLAB/ EXP05M SLAB ON GRADE /POURED STEPS. EMBEDMENT LENGTH 2-2*X 4' 1Z 11 I^V 1 1/2" MIN. FINGER GLR. AND NOT
6 m- 3 3 3 3
q. CONCRETE SLABS To REST UIPON MINIMUM b" OF FINE GRAVEL OR SAND KITH 1-21 X b" TO PROJECT MORE THAN 4.5" 0 5/8"MIN.TO EDGE
Y4 -INCH LAC7 5GEN BASED 2-2"X 4' WQ
MINIMUM bMIL.POLY. V.5. (0 OGGUIPIEP SPACE) AND WITH REQUIRED INS-VLATION. ANGHOR H" 2-INGH b oR- 3 5 5 3 f:ROM THE HALL.
1-2'X b' NOTCH M16T NOT
10. ALL 5LAE35 ABUTTING FRAMING FLA-91ED AS DETAILED IN PLANS. EMBEDMENT LENGTH 101-01 10 2-2*Xb* 1 4 4 4 4 tjj EXCEED 25%OF
STUD DEPTH
11. BRICK VENEER TO BE ANCHORED H/�I) HALL TIE EVERY 32" OL. VERTICALLY AND /0
EVERY 15" OL. HORIZONTALLY W FLASHED JOINT to BRICK LEDGE OR RELIEVINC-7ANC-7LE 12'-0" 12 2-2 5 4 5 4
A BORED HOLES 94ALL NOT 13E F HOLE 15 BETWEEN 40%AND 60% :3
H/VEEP HOLES to 4'-0" O.C. MAX TO DIRECT ANY CONDENSATION TO T14E EXTERIOR. a.This tdole is based on 1&0 mph wind speeds and a 53 foot mean roof heot. 'd LOCATED IN THE SAME CRO55 N201f F STUD DEPTH,THEN STUID K)ST 13E K LLI
SECTION OF CUT OR NOTCH IN POL43LED AND NO MORE THAN TWO Z _j
12.APPLY(1) COAT OF ASPHALTIC BA5EP VAMPROOFIN6 TO EXTERIOR OF FOUINDATION b.Fasteners Mall be, Installed at opposite ends of the.wood structural pawl. V4000 STRINGER, 5TUD 5156GE551VE 5TW5 ARE DOUBLED <
D GRADE,MLE55 HET 51TE CONDITIONS EXCEED JACKS,4 KIN65 TREADS, 4 RISERS AND 50 BORED Nt
FROM FOOTING TO 2" ABOVE FIN15HE c.Nails Mall be 10d common or l2d box nails. WRAPPED UNDER
CODE LIMITS. d.Mere screws are cittached to mo5org or masonrij/stucco,fty Mall be
13. THE MA50MARY CHIMNEY5HALL BE CON5TRXTEI? IN ACCORDANCE HITH SECTION RIOOI. attached utilizing vIbration-resistad anchors having a minimum uItknote SILL PLATE In
wfff&awaf ccpaclt�of 4qO pounds. NOTE. GOVITioli FOR ExTERjOR AND BEARING WALLS. tu
PLUMBIN5, M-'_:GHAN1CAL, FUEL 665, A/G: 1 1/4" N051NO
GHAPTER 3 QUILDINC7PLANNING NOTATION:
1. PLUMBING TO COMPLY WITH THE 2020 RE51DENTIAL CODE OF NEW YORK 5TATE2020 I.M.G 7- 1
A-NUMBER of:bd NAILS a EA END or-5TRAPPiNe6(TABLE 3.7,P.151) 1 (TABLE 6A PAGE 3ib) PRILLINO AND NOTCHINC-7 PETAIL 7
AND 2020 ALONG WITH THE LOCAL BUILDIN67DEPARTMENT. 5EGTION R501 PE516N GRITERIA 5-WM13ER OF 5ILL STIUD-5-M FLAT(DOES NOT APPLY TO POOR5)(TABLE5 3235 P Iq3) MINIMUM PqIDTH OF 5TAIR5 TO BE 5'-0" (3
TE SANITARY SYSTEMS ARE To COMPLY WITH 5.G.D.H.5.REQUIREMENTS. OF 5TUD5
HOW 5TMTURAL FAM15 WIV A MINIMUM THIC4*lE%OF V AND A MAXIK)M SPAN W .4,
(I'ABLES,3.23G,P.Iq3) <
2. 51 OF&FEET SHALL 13E PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY SUILDIN65. C-NUMBER OF FULL HEIGHT KING STU05 0 EA.SIDE OF HEAVER UL io
3. PLUMBING,MECHANICAL,FLEL GAS SYSTEMS SHALL COMPLY HITH THE RE51DENTIAL PANELS SHALL BE PRECUT To COVER THE GLAZED OPENIN05 WITH ATTACHMENT HARDWARE 19-H143ER OF Ibd NAILS.END-NAILEV THRO"ADJALENT KING STW TO END OF HEADER STAIR DETAIL
5EGTION5 FOR FILUM131NO CODE (CHAPTER 25-53),MECHANICAL CODE (CHAPTER 12-25), PROADED.ATTAC141ENTS SHALL 13E PROVIDE IN ACCORDANCE WITH TA13LE R3012.12 OR 5HAL11_ @ EA.SIDE(TABLE 17,P.157) 4 (17ABLE bA PA6E 316) DV4& NO
AND FUEL r_,A5 CODE (GHAPTER 24) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE BE PE516NED TO RE515T THE COMPONENTS AND CLAWING LOADS DETERMINED IN ACCORDANCE E_NUMBER OF lACK snm @ EA.END OF HEADERS(rABLE5 322F,P.IqI)A55Ul-1E VBL.HIW�
4. ALL WASTE AND VENTS AE30VE FLOOR SHALL BE SCHEDULE 40 THIGKNE55 WITH THE PROV`15ION5 OF THE 2015 I.R.C. F-NUMBER OF Ibd NAILS END-RAILED THROU6H ADJACENT JACK 5TW5 TO END OF 5ILL(5)
S\/CAST IRON BEH (HUB) AN05PI60T BELOW AND THROUGH CONCRETE. EA SIDE(DOES NOT APPLY To DOOR5)(rA5LE5 5A P.151A (TABLE 6A PAGE 316)
5. THE EX. HEATING/A.G. SYSTEM SHALL BE (APABLE OF HANDLING THE IMP05ED LOADS OF
PROP05ED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE.