HomeMy WebLinkAbout48338-Z �oy�aof yo`O Town of Southold
* * P.O. Box 1179
�o9 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46942 Date: 04/01/2026
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 2022 Hyatt Rd Southold, NY 11971
Sec/Block/Lot: 5 0.4-21
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/06/2022
Pursuant to which Building Permit No. 48338 and dated: 09/27/2022
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:
Additions and alterations (town code definition of a demo) including a finished basement
with bathroom (no bedrooms), wrap-around covered porch and a 2nd floor balcony as
applied for per ZBA #7587 dated 1/20/2022.
The certificate is issued to: Pants View LLC
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-2724 3/31/2026
ELECTRICAL CERTIFICATE: 48338 7/8/2025
PLUMBERS CERTIFICATION: Brad Piecuch 1/6/2025
utho a Si ature
is�f aFaF TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
Wp • �(e
SOUTHOLD, NY
s 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#: 48338 Date: 9/27/2022
Permission is hereby granted to:
Pants View LLC
c/o Anthony Bonsignore
200 Park Ave S FI 8th
New York, NY 10003
To: Construct additions and alterations (town definition of a demo) as applied for, with
Trustees.#10082, ZBA#7587, SCHD approval and.DEC letter of no jurisdiction.
At premises located at:
2022 Hyatt Rd, Southold
SCTM #473889
Sec/Block/Lot# 50.-1-21
Pursuant to application dated 7/6/2022 and approved by the Building Inspector.
To expire on 3/28/2024.
Fees:
DEMOLITION $443.20
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,498.00
CO-ADDITION TO DWELLING $50.00
Total: $1,991.20
Building Inspector
SO�ryol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Jamesh
Southold,NY 11971-0959 jsoutholdtownny.gov
COUNT`I,Nc�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Pants View LLC.
Address: 022 Hyatt Road city:Southold st: New York zip: 11971
Building Permit#: 48338 Section: Block: Lot:
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Platinum East Electric Electrician: Kieth License No: ME-34091
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 110 Ceiling Fixtures 38 Bath Exhaust Fan 4
Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures 33 Smoke Detectors 3
Main Panel 2/200 A/C Condenser 3 Single Recpt Recessed Fixtures 28 CO2 Detectors 8
Sub Panel A/C Blower 5 Range Recpt 1 Ceiling Fan 1 Combo Smoke/CO
Transfer Switch 1 UC Lights 10 Dryer Recpt 1 Emergency Strobe Heat Detectors
Disconnect Switches 74 4'LED Exit Fixtures Sump Pump
Other Equipment: 1 fridge, 1 micro, 1 washer, 1 dishwasher,1 ev outlet,
Notes:
HOUSE
Inspector Signature: Date: July 8, 2025
2022 hyatt rd
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54375 Main Road .-C
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
J Aft 13 2025
evincing®eiiartment I✓ER'l'1FI�tl:�'ii�N
Town of Southold
Date: 4-5
Building wit No. q R3 3
OwnerG11S
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Plug ber ty� I e_C(mac
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T certify that the solder used in the water-supply system contains less than 211 G of l%Iead.
(Plurnbem Sigaature)
Sworn to before me this
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TOWN OF SOUTHOLD BUILDING DEPT.
631.765-1802
INSPECTION
] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] OUNDATION 2ND [ ] INSULATION/CAULKING
[ FRAMING /qlBAREWG [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR
c'�f OF SOUIyo�
TOWN OF SOUTHOLD BUILDING DEPT.
cou 631.765-1802
INSPEC ION
[ ] 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 [ ] PRE C/O [ ] RENTAL
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DATE INSPECTO
ho��OF SOUTyOIo
# TOWN OF SOUTHOLD BUILDING
Comm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROU [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATIO -r-k-�re [ ] PRE C/O [ ] RENTA
REMARKS: .��8 t
n
DATE INSPECTOR _—`
pF SOUTyO�
* * TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
vg�39 INSPECTION
[ ] FOUNDATION 1ST [ OUGH PLBG.
[ ] FOUNDATION 2ND ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] E CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ CODE VIOLATION [ ] PRE C/O [ ] RENTAL
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# # TOWN OF SOUTHOLD BUIL ING DEPT.
`yco 765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) UQ ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: �Gl��
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DATE 2� INSPECTOR '
OF SOUIyo�
TOWNVF SOUTHOLD BUILDING DEPT.
`y-uNr+, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] �LATIOWCAULKING
[ ] 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: Nt/ a of
y (0-oublT n vS
i � [ S-6%V (VAR&ick) I
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DATE INSPECTOR
Building Envelope and Duct Tightness Report yyg.3
2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4
Address of Test 2022 Hyatt Road, Southold,NY 11971 Test Date 10/30/2025
Building Permit#: Compliance Pathway Performance
Test Completed by: Chistopher Silvia RESNET Rater ID# 4150294
Home Energy Solutions NATE ID#
187 East Main Street ICC ID#
Huntington,NY-11743 BPI#
631-673-0664
Building Envelope Tightness
Volume Calculation: Check if-
Floor Area Volume Conditioned Basement
Basement 1154 8747 ❑ Conditioned Crawl Space
15t 1784 15021 ❑� Sealed Attic
2nd 1031 9480 *The conditioned floor area of dwelling is calculated in
3rd accordance with ANSI Z765,except that conditioned floor
Attic 4983 area includes areas w ere the ceiling height is less than 5
Total Volume 38231 f
CFM @50 pa 1811.2 Air changes/hr@50 2.84 Code Compliance: Pass
Duct Tightness: Post Construction Test-Total Duct Leakage
System-1:
Duct Location 4` ` NOV 3 2025
-------------------------- p,
Floor Area
Leakage CFM @ 25pa CFM/100 ftZ CFA� CtWCoipli'ancer'
System-2:
Duct Location
--------------------------
Floor Area
Leakage CFM @ 25pa CFM/100 ftZ CFA� Code Compliance:E=:q
System-3:
Duct Location
..........................
Floor Area
Leakage CFM @ 25pa CFM/100 ftZ CFA� Code Compliance:
All building envelope tightness has been verified and conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as
required by 2018 IECC as amended by the 2020 New York State Supplement, section R402.4.1.2. The building duct and plenum
system has been verified as required b�yr the 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4.
Signature: i -r'�� '"� y; _ � Date: 10/30/2025
Christopher Silvia,Home Energy Solutions
0 CT 2 0 2025
2022 Hyatt Road
Building nepartment HVAC Load Calculations
TQvan of Southold
for
2022 Hyatt Road Residence
Southold, New York
Elx
� � RT~sTL'�gI�TTT,�IL,
VA L.oADs
Prepared By:
Condon Engineering, P.C.
1755 Sigsbee Road
Mattituck, New York 11952
631-298-1986
Monday, March 27, 2023
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.
c
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 Page 2
Pro'ect Report
General Project Information
Project Title: 2022 Hyatt Road
Designed By: John J. Condon, P.E.
Project Date: November 24, 2022
Client Name: 2022 Hyatt Road Residence
Client City: Southold, New York
Company Name: Condon Engineering, P.C.
Company Address: 1755 Sigsbee Road
Company City: Mattituck, New York 11952
Company Phone: 631-298-1986
Design Data
Reference City: Suffolk County, New York
Building Orientation: House 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 30% 55 11.80
Summer: 83 71 56% 50% 55 63
Check Figures
Total Building Supply CFM: 3,600 CFM Per Square ft.: 1.012
Square ft. of Room Area: 3,559 Square ft. Per Ton: 577
Volume(ft'): 28,785
Building Loads
Total Heating Required Including Ventilation Air: 81,302 Btuh 81.302 MBH
Total Sensible Gain: 56,773 Btuh 77 %
Total Latent Gain: 17,223 Btuh 23 %
Total Cooling Required Including Ventilation Air: 73,996 Btuh 6.17 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.
C:1...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
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Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineerinq *K 2022 Hyatt Road
Maftituck NY 11952 Page 3
Miscellaneous Report
System 1 Cellar& 1st Floor Areas Outdoor Outdoor: Outdoor Indoor Indoor Grains
Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: 10 9 80% 30% 55 11.80
Summer: 83 71 56% 50% 55 62.96
System 2 1st Floor&2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains
Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference'
Winter: 10 9 80% 30% 72 27.56
Summer: 83 71 56% 50% 75 30.17
Duct Sizing inputs
Main Trunk Runouts
Calculate: Yes Yes
Use Schedule: Yes Yes
Roughness Factor: 0.00030 0.01000
Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft.
Minimum Velocity: 700 ft./min 600 ft./min
Maximum Velocity: 900 ft./min 900 ft./min
Minimum Height: 0 in. 0 in.
Maximum Height: 10 in. 0 in.
Outside Air Data
Winter Summer
Infiltration Specified: 0.363 AC/hr 0.150 AC/hr
174 CFM 72 CFM
Infiltration Actual: 0.363 AC/hr 0.150 AC/hr
Above Grade Volume: X 28,785 Cu.ft. X 28,785 Cu.ft.
10,460 Cu.ft./hr 4,318 Cu.ft./hr
X 0,0167 X 0.0167
Total Building Infiltration: 174 CFM 72 CFM
Total Building Ventilation: 206 CFM 206 CFM
---System 1---
Infiltration&Ventilation Sensible Gain Multiplier: 30.73 = (1.10 X 0.998 X 28.00 Summer Temp. Difference)
Infiltration&Ventilation Latent Gain Multiplier: 42.71 = (0.68 X 0.998 X 62.96 Grains Difference)
Infiltration&Ventilation Sensible Loss Multiplier: 49.38 = (1.10 X 0.998 X 45.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.280 AC/hr(42 CFM), Construction:Average, Fireplaces: 1, 20 CFM,Average
Summer Infiltration Specified: 0.150 AC/hr(23 CFM), Construction:Average
---System 2---
Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference)
Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference)
Infiltration &Ventilation Sensible Loss Multiplier: 68.04 = (1.10 X 0'.998 X 62.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.280 AC/hr(92 CFM), Construction:Average, Fireplaces: 1, 20 CFM,Average
Summer Infiltration Specified: 0.150 AC/hr(49 CFM), Construction:Average
Duct Load Factor Scenarios for System 2
Attic Duct Duct Surface From
No. Type Description Location Ceiling Leakage Insulation Area MDD
1 Supply Main Attic 16C 0.12 8 349 No
1 Return Main Attic 16C 0.24 8 194 No
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Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineerinq *10 2022 Hyatt Road
Mattituck NY 11952 Page 4
Load Preview Report
Net ft. San Lai Nei Sen Sys Htg Sys
Ay
Duct
Scope To /To Are Gain Gain GainLoss CFM CFM CFM Size
Buildina 6.17 577 3,559 56,773 17,223 73,996 81,302 3,600 3,600 3,600
Svstem 1 3.09 493 1,525 27,229 9,873 37,102 34,007 2,000 2,000. 2,000 36x1
Ventilation 4,203 5,842 10,046 6,755 137 137' 137
Humidification 1,59.4
Zone 1-Clq.:8%,Htq.:4% 163' 2,087 600 2,687 1,098 86 161 161 6x
1-Gvm 163 2,087 600 2,687 1,098 86 1.61. 161 2--6
Zone 2-Clq.:1%,Htq.:2% 180 232 200 432, 439 341 181 18 4x
2-Cellar Bathroom 50 232 200 432 281 22 18' 18, 1
3-Cellar Hall 130 0 0 0� 158 12• 0 0 0-
Zone 3-Clq.:3%.Htq.:2% 80' 713 200 913 465 36; 55: 55 4x
4-Laundry Room 80 713 200 913 465 36 55 55 1
_ ..
Zone 4-Clq.:13%.Htq.:31% 357 3,480 222 3,702 8,007 624: 268 268 8x
5-Screen Room 357 3,480 222 3,702 8,007 624 268 268 3-6
Zone 5-C_Iq_.:7%.Htq.:13% 109 1,696 248, 1,944 3,321 259, 131 131; 6x
6-Fover 109 1,696 248 1,944 3,321 259 131; 131 2
Zone 6-Clq.:30%.Him:17% 233 7,903 1,466 9,369 4,434 346 609 609, 12x1
7-Kitchen 233' 7,903 1,466 9,369 4,434 346 609 609 6-6
Zone 7-Clq.:34%.Htq.:25% 150 8,933 1,070 10,003 6,404 499 689 689, 12x1
8-Dininq Room 150 8,933 1,070 10,003 6,404 499 689 689 7-6
Zone 8-Clq.:3%.Htq.:6% 255 900 25. 925 1,490 116 69 69• 4x
9-Hall Stairwav 255 900 25 925; 1,490 116 69 69' 1-
Svstem 2 3.07 662 2,034 29,544 7,350 36,894 47,295 1,600 1,600 1,600 28x1
Ventilation 604 1,407 2,011 4,678 69 69 69
Supply Duct Latent 176' 176'
Return Duct 1,829 760 2,589 2,738
Humidification 3,377.
Zone 1-Clo.:12%.Hto.:22% 408: 3,291 968, 4,256 8,104 355 194 194 6x
10-Livinq Room 408 3,291 968 4,259 8,104 355. 194 194 2-6
Zone 2-Clq.:11%.Htq,:10% 158 2,928 471. 3,399 3,684 161 173 173 6x
11-Library 156 2,928 471. 3,399 3,684 161' 173 173 2-6
Zone 3-CIa.:37%.Htq.:32% 465 10,114 1,300 11,414 11,812 518' 597 597' 12x1
12-Bathroom 64 467 230 697, 1,156 51 28 28 1
13-Bathroom Hall 49� 155 26 181, 933 41' 9 9 1
14-Pool Room 352 9,491 1,044 10,535 9,724 426. 560 560 6-6
Zone 4-Clo.:11%,Htq.:12% 254, 3,113 540 3,653 4,320 189, 184 184 6
15-Sun Room 163 2,965 540 3,505 4,161 182 175 _175 2-
20-Hall 91. 148 0 148 159 7 9 9 1
Zone 5-Clq.:13%,Htq.:7% 324' 3,658 680 4,338 2,700 118 216' 216 6x
16-Master Bedroom 264' 3,281 461 3,742 2,288 100 194 194 2
17-Master Closet 28 74 19 93 354 16 4 4 1
18-Master Bathroom 1 33 303 200, 503: 58 3, 18 18 1
Zone 6-Cla.:6%.Hta.:9% 238 1,513 332 1,848, 3,218 141 89 89 4x
19-Master Bathroom_ 2 75 1,036 267 1,303 1,513 66 61 61 1
21-Stair Wav 163, 477 65' 542 1,704 75 28 28 1
Zone 7-Clq.:9%,Htq.:7% 189 2,495 715 3,210 2,664 117 147 147 6x
22-Powder Room 51 367 223 590 455 20 22 22 1
23-Bedroom 138 2,127 492 2,619 2,210 97 126 126 2
Sum of room airflows may be qreater than system airflow because
system has multiple zones.
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Rhvac Residential&Light Commercial HVAC Loads ` Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
Mattituck NY 11952 Pa e 5
Duct Size Preview
Room or Minimu Maxim u Rough Design SP Duct Duc Htg Clg Act. Duct Reg
Duct Name Source Veloci Veloci Facto L/10 Loss Velocit Lengt_ELow Flo Size Size
Svstem 1
Supply Runouts
Zone 1
1-Gvm Built-In 600 900 0.01 0.1 409.8 86 161I 161 2--6
Zone 2
2-Cellar Bathroom Built-In 600 900 0.01 0.1 204.6 22 18 18 1-4
3-Cellar Hall Built-In 600 900 0.01 0.1 0 12W, 0 0--0
Zone 3
4-Laundry Room Built-In 600 900 0.01 0.1 629.8 36 55I 55 1--4
Zone 4
5-Screen Room Built-In 600 900 0.01 0.1 455.5 6241M 26 I 268 3--6
Zone 5
6-Fover Built-In 600 900 0.01 0.1. 749 259 131I 131 2--4
Zone 6
7-Kitchen Built-In 600 900 0.01 0.1 517.1 346 609I 609 6--6
Zone 7
8-Dininq Room Built-In 600• 900 0.01 0.1 501 499 689I 689 7--6
Zone 8
9-Hall Stairwav Built-In 600 900 0.01 0.1 795.3 116 69I 69 1--4
Other Ducts in System 1
Supply Main Trunk Built-In 700 900 0.0003 0.1 800 2,000 2 000 2,000 36x10
Svstem 2
Supply Runouts
Zone 1
10-Livinq Room Built-In 600 900 0.01 0.1• 494.6 355_ 19 I 194 2--6
Zone 2
11-Library Built-In 600 900 0.01 0.1 440 161 17 173 2--6
Zone 3
12-Bathroom Built-In 600 900 0.01 0.1 315.9 51 28 28 1--4
13-Bathroom Hall Built-In 600 900 0.01 0.1 105.1 41 W 9 1--4
14-Pool Room Built-In 600 900 0.01 0.1 475.5 426 560 560 6--6
Zone 4
15-Sun Room Built-In 600 900 0.01 0.11 445.6 182 17 175 2--6
20-Hall Built-In 600 900 0.01 0.1 99.9 7W9 9 1--4
Zone 5
16-Master Bedroom Built-In 600 900 0.01 0.1 493.1 100 19 194 2-4
17-Master Closet Built-In 600 900 0.01 0.1 50 16 W 4 1-4
18-Master Bathroom 1 Built-In 600 900 0.01 0.1 205 3�, 18 1--4
Zone 6
19-Master Bathroom 2 Built-In 606 900 0.01 0.1 701 66 61 61 1--4
21-Stair Wav Built-In 600 900 0.01 0.1 322.6 75 28 28 1-4
Zone 7
22-Powder Room Built-In 600 900 0.01 0.1 248.3 20� 22 1--4
23-Bedroom Built-In 600 900 0.01, 0.1 719.3 97 11W2 126 2--4
Other Ducts in System 2
Suooly Main Trunk Built-In 700 900 0.0003 0.1 822.9 1,600 1,.6.Q 1,600 28.10
Summary
Svstem 1
Heatina Flow: 2000
Coolina Flow: 2000
Svstem 2
Heatina Flow: 1600
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Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq #0 2022 Hyatt Road
Mattituck NY 11952 Page 6
Duct Size Preview cont'
Summary
Coolina Flow:- 1600
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Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
io
Mattituck NY 11952 Pa e 7
Tabular Manual D Ductsize Grid
Ducts Rooms) Feeds Flow Diam Wid Hei Vel
Zones
2022 Hvatt Road Alt 1
El 2022 Hyatt Road
E3 System 2-1 st Floor&2nd Flooi
SUPPIV
Return
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[Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
ondon Engineering 02022 Hyatt Road
attituck NY 11952 Pa e 8
Total Building Summajy Loads
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
U .31, SHGC .22: Glazing-U .31 SHGC .22, U-value 0.77, 26.6 922 0 1,197 1,197
SHGC 0.57
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 306.7 4,869 0 6,959 6,959
SHGC 0.3
U .31, SHGC .22: Glazing-U .31 SHGC .22, U-value 0.31, 63 1,212 0 1,464 1,464
SHGC 0.22
1C-cw: Glazing-Single pane window with storm, clear, 15 530 0 119 119
wood frame, outdoor insect screen with 100%
coverage, light color drapes with medium weave with
50% coverage, U-value 0.57, SHGC 0.56
1 C-cw: Glazing-Single pane window with storm, clear, 30 1,060 0 461 461
wood frame, U-value 0.57, SHGC 0.56
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 228 4,101 0 5,021 5,021
SHGC 0.3
U .31 SHGC .22: Glazing-U .31 SHGC .22, U-value 0.31, 41.1 790 0 474 474
SHGC 0.22
11 D: Door-Wood-Solid Core, U-value 0.39 39 684 0 594 594
Steel Door: Door-Steel Door v, U-value 0.14 21 132 0 115 115
15A-Ooc-10: Wall-Basement, concrete block wall, no 782.8 4,559 0 598 598
insulation or framing, no interior finish, open core, 10'
floor depth, U-value 0.109, above grade U-value
0.584
13AA-Ooc:Wall-Block, no blanket or board insulation, 118.5 3,114 0 2,104 2,104
open core, U-value 0.584
R-25:Wall-Frame, Custom, HERS R-25 Exterior Wall, U- 2271.3 5,318 0 1,127 1,127
value 0.04
Wood Framed Att: Roof/Ceiling-Under Attic with 77.5 84 0 117 117
Insulation on Attic Floor(also use for Knee Walls and
Partition Ceilings), Custom, R42 Insulation in attic
above space, U-value 0.024
R-42: Roof/Ceiling-Under Attic with Insulation on Attic 1436 2,040 0 2,058 2,058
Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
Roof, U-value 0.024
HERS R-42: Roof/Ceiling-Under Attic with Insulation on 228.8 337 0 343 343
Attic Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
Roof, U-value 0.024
21A-20: Floor-Basement, Concrete slab, any thickness, 2 779 946 0 0 0
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20'wide,
U-value 0.027
20P-0t: Floor-Over open crawl space or garage, Passive, 303.8 7,121 0 3,640 3,640
no insulation, tile or vinyl, U-value 0.521
19A-Otp: Floor-Over enclosed crawl space, No insulation 1047 6,922 0 2,004 2,004
on exposed walls, sealed or vented space, passive,
no floor insulation,tile or vinyl, U-value 0.368
19A-Otp-t: Floor-Over enclosed crawl space, No 48.8 362 0 47 47
insulation on exposed walls, sealed or vented space,
passive, no floor insulation,tile covering, U-value
0.368
19C-19sp-v: Floor-Over enclosed crawl space, R-11 352 371 0 48 48
insulation on exposed walls; sealed crawl space,
passive, R-19 blanket,vinyl covering, U-value 0.049
HERS Floor- R-33: Floor-Over enclosed crawl space, 162.5 244 0 31 31
__ Custom_,_HERS R33,U-value0..03 _
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineerinq *0 2022 Hvatt Road
Mattituck NY 11952 Page 9
Total Building Summaly Loads cont'd
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
Subtotals for structure: 45,718 0 28,521 28,521
People: 31 6,200 7,130 13,330
Equipment: 862 11,019 11,881
Lighting: 0 0 0
Ductwork: 8,484 936 3,987 4,923
Infiltration: Winter CFM: 174, Summer CFM:72 10,696 1,975 1,130 3,105
Ventilation: Winter CFM: 206, Summer CFM:206 11,433 7,250 4,807 12,057
Exhaust: Winter CFM: 206, Summer CFM: 206
Humidification (Winter) 13.55 gal/day : 4,971 0 0 0
AED Excursion: 0 0 179 179
Total Building Load Totals: 81,302 17,223 56,773 73,996
Check Figures
Total Building Supply CFM: 3,600 CFM Per Square ft.: 1.012
Square ft. of Room Area: 3,559 Square ft. Per Ton: 577
Volume(ft'): 28,785
Building Loads
Total Heating Required Including Ventilation Air: 81,302 Btuh 81.302 MBH
Total Sensible Gain: 56,773 Btuh 77 %
Total Latent Gain: 17,223 Btuh 23 %
Total Cooling Required Including Ventilation Air: 73,996 Btuh 6.17 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads r Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 Page 10
System 1 Cellar & 1st Floor Areas Summajy Loads
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
U .31, SHGC .22: Glazing-U .31 SHGC .22, U-value 0.77, 26.6 922 0 1,197 1,197
SHGC 0.57
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 131.6 1,718 0 3,731 3,731
SHGC 0.3
11 D: Door-Wood-Solid Core, U-value 0.39 39 684 0 594 594
Steel Door: Door-Steel Door v, U-value 0.14 21 132 0 115 115
15A-0oc-10: Wall-Basement, concrete block wall,-no 782.8 4,559 0 598 598
insulation or framing, no interior finish, open core, 10'
floor depth, U-value 0.109, above grade U-value
0.584
13AA-Ooc: Wall-Block, no blanket or board insulation, 118.5 3,114 0 2,104 2,104
open core, U-value 0.584
R-25:Wall-Frame, Custom, HERS R-25 Exterior Wall, U- 464.3 836 0 586 586
value 0.04
Wood Framed Aft: Roof/Ceiling-Under Attic with 77.5 84 0 117 117
Insulation on Attic Floor(also use for Knee Walls and
Partition Ceilings), Custom, R42 Insulation in attic
above space, U-value 0.024
R-42: Roof/Ceiling-Under Attic with Insulation on Attic 196.2 210 0 388 388
Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
Roof, U-value 0.024
21A-20: Floor-Basement, Concrete slab, any thickness, 2 779 946 0 0 0
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20'wide,
U-value 0.027
20P-0t: Floor-Over open crawl space or garage, Passive, 303.8 7,121 0 3,640 3,640
no insulation,tile or vinyl, U-value 0.521
19A-Otp: Floor-Over enclosed crawl space, No insulation 417.8 2,251 0 1,401 1,401
on exposed walls, sealed or vented space, passive,
no floor insulation, tile or vinyl,_U-value_0,368
Subtotals for structure: 22,577 0 14,471 14,471
People: 11 2,200 2,530 4,730
Equipment: 862 5,146 6,008
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration:Winter CFM: 62, Summer CFM: 23 3,081 969 699 1,668
Ventilation:Winter CFM: 137, Summer CFM: 137 6,755 5,842 4,203 10,046
Exhaust:Winter CFM: 137, Summer CFM: 137
Humidification (Winter)4.35 gal/day : 1,594 0 0 0
AED Excursion: 0 _ _ 0 ___ _179_ _ _ _ 179
System 1 Cellar& 1st Floor Areas Load Totals: 34,007 9,873 27,229 37,102
Check Figures
Supply CFM: 2,000 CFM Per Square ft.: 1.311
Square ft. of Room Area: 1,525 Square ft. Per Ton: 493
Volume(ft'): 9,082
System Loads
Total Heating Required Including Ventilation Air: 34,007 Btuh 34.007 MBH
Total Sensible Gain: 27,229 Btuh 73 %
Total Latent Gain: 9,873 Btuh 27 %
Total Cooling Required Including Ventilation Air: 37,102 Btuh 3.09 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 r Pa- a 11
System 1 Cellar & 1st Floor Areas Summajy Loads cont'd
Notes
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineerinq 2022 Hyatt Road
Mattituck NY 11952 *10 Page 12
S stem 2 1st Floor& 2nd Floor Summajy Loads
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
U .31, SHGC .22: Glazing-U .31 SHGC .22, U-value 0.31, 63 1,212 0 1,464 1,464
SHGC 0.22
1 C-cw: Glazing-Single pane window with storm, clear, 15 530 0 119 119
wood frame, outdoor insect screen with 100%
coverage, light color drapes with medium weave with
50% coverage, U-value 0.57, SHGC 0.56
1C-cw: Glazing-Single pane window with storm, clear, 30 1,060 0 461 461
wood frame, U-value 0.57, SHGC 0.56
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 175.1 3,151 0 3,228 3,228
SHGC 0.3
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 228 4,101 0 5,021 5,021
SHGC 0.3
U .31 SHGC .22: Glazing-U .31 SHGC .22, U-value 0.31, 41.1 790 0 474 474
SHGC 0.22
R-25:Wall-Frame, Custom, HERS R-25 Exterior Wall, U- 1807 4,482 0 541 541
value 0.04
R-42: Roof/Ceiling-Under Attic with Insulation on Attic 1239.8 1,830 0 1,670 1,670
Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
Roof, U-value 0.024
HERS R-42: Roof/Ceiling-Under Attic with Insulation on 228.8 337 0 343 343
Attic Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
Roof, U-value 0.024
19A-Otp: Floor-Over enclosed crawl space, No insulation 629.2 4,671 0 603 603
on exposed walls, sealed or vented space, passive,
no floor insulation,tile or vinyl, U-value 0.368
19A-Otp-t: Floor-Over enclosed crawl space, No 48.8 362 0 47 47
insulation on exposed walls, sealed or vented space,
passive, no floor insulation,tile covering, U-value
0.368
19C-19sp-v: Floor-Over enclosed crawl space, R-11 352 371 0 48 48
insulation on exposed walls, sealed crawl space,
passive, R-19 blanket, vinyl covering, U-value 0.049
HERS Floor-R-33: Floor-Over enclosed crawl space, 162.5 244 0 31 31
Custom,_HERS,R33, U-value 003
Subtotals for structure: 23,141 0 14,050 14,050
People: 20 4,000 4,600 8,600
Equipment: 0 5,873 5,873
Lighting: 0 0 0
Ductwork: 8,484 936 3,987 4,923
Infiltration:Winter CFM: 112, Summer CFM:49 7,615 1,006 431 1,437
Ventilation:Winter CFM: 69, Summer CFM: 69 4,678 1,407 604 2,011
Exhaust: Winter CFM: 69, Summer CFM:69
_H_umidification.(Winter)_9.21 gal/day : _ - _ _ _ _ __. _.3.,377 _.- _
System 2 1st Floor&2nd Floor Load Totals: 47,295 7,350 29,544 36,894
Check Figures
Supply CFM: 1,600 CFM Per Square ft.: 0.787
Square ft. of Room Area: 2,034 Square ft. Per Ton: 662
Volume(ft'): 19,703
System Loads
Total Heating Required Including Ventilation Air: 47,295 Btuh 47.295 MBH
Total Sensible Gain: 29,544 Btuh 80 %
Total Latent Gain: 7,350 Btuh 20 %
Total Cooling Required Including Ventilation Air: 36,894 Btuh 3.07 Tons(Based On Sensible+ Latent)
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27,2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineerinq 2022 Hyatt Road
Mattituck NY 11952 � Page 13
System 2 1st Floor& 2nd Floor Summary Loads cont'd
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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
Mattituck NY 11952 mull Page 14
E ui ment Data - System 1 - Cellar& 1st Floor Areas
Cooling
System Type: Air Source Heat Pump
Outdoor Model: MXZ-SM42NAMHZ-U1
Indoor Model: MXZ-SM42NAMHZ-U1
Outdoor Manufacturer: Mitsubishi
Indoor Manufacturer: Mitsubishi
Nominal Capacity: 42,000
Adjusted Capacity: 42000
Adjusted Sensible Capacity: 31500
Adjusted Latent Capacity: 10500
Efficiency: 17 SEER, 23.8 EER
Heating
System Type: Air Source Heat Pump
Model: MXZ-SM42NAMHZ-U1
Tradename: Mitsubishi
Manufacturer: Mitsubishi
Description: Air Source Heat Pump
Capacity: 48,000
Efficiency:
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: 55F, SIRH: 50%,WIDB: 55F, Sen. gain:
27,229 Btuh, Lat. gain: 9,873 Btuh, Sen. loss: 34,007 Btuh, Entering clg. coil DB: 56.9F, Entering clg. coil WB:48.2F,
Entering htg. coil DB: 51.9F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow: 1049 CFM, Req. htg. airflow: 355 CFM
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 Page 15
Equipment Data - System 2 - 1st Floor& 2nd Floor
Cooling
System Type: Air Source Heat Pump
Outdoor Model: MXZ-SM48NAM
Indoor Model: MXZ-SM48NAM
Outdoor Manufacturer: Mitsubishi
Indoor Manufacturer: Mitsubishi
Nominal Capacity: 48,000
Adjusted Capacity: 48000
Adjusted Sensible Capacity: 36000
Adjusted Latent Capacity: 12000
Efficiency: 16.8 SEER, 24.8 EER
Heating
System Type: Air Source Heat Pump
Model: MXZ-SM48NAM
Tradename: Mitsubishi
Manufacturer: Mitsubishi
Description: Air Source Heat Pump
Capacity: 54,000
Efficiency:
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: 72F, Sen. gain:
29,544 Btuh, Lat. gain: 7,350 Btuh, Sen. loss: 47,295 Btuh, Entering clg. coil DB: 76.4F, Entering clg. coil WB: 63.3F,
Entering htg. coil DB: 67.8F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow: 1235 CFM, Req. htg. airflow: 519 CFM
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 Page 16
Manual S Performance Data - System 1 - Cellar& 1st Floor Areas
Loads and Design Conditions
Cooling:
Outdoor Dry Bulb: 0 Sensible Gain: 27,229
Outdoor Wet Bulb: 71 Latent Gain: 9,873
Indoor Dry Bulb: 55 Total Gain: 37,102
Indoor RH: 50 Load SHR: 0.73
Supply Airflow: 0 Entering Dry Bulb: 0
Entering Wet Bulb: 0
Heating:
Outdoor Dry Bulb: 10 Sensible Loss: 34,007
Indoor Dry Bulb: 55 Entering Dry Bulb: 51.9
Indoor RH: 30 Supply Airflow: 2,000
Equipment Performance Data at System Design Conditions
This system's equipment was selected in accordance with ACCA Manual S.
Cooling:
Model Type:Air Source Heat Pump, Outdoor Model: MXZ-SM42NAMHZ-U1, Indoor Model: MXZ-SM42NAMHZ-U1
Nominal Capacity:42,000, Manufacturer: Mitsubishi
Interpolation Results:
Percent
Load of Load
Sensible Capacity: 31,500 27,229 116%
Latent Capacity: 10,500 9,873 106%
Total Capacity: 42,000 37,102 113%
Heating:
Model Type:Air Source Heat Pump, Model: MXZ-SM42NAMHZ-U1, Nominal Capacity: 48,000, Manufacturer: Mitsubishi
Results:
Percent
Load of Load
Heating Capacity: 48,000 34,007 141%
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 Page 17
Manual S Performance Data - System 2 - 1st Floor& 2nd Floor
Loads and Design Conditions
Cooling:
Outdoor Dry Bulb: 0 Sensible Gain: 29,544
Outdoor Wet Bulb: 71 Latent Gain: 7,350
Indoor Dry Bulb: 75 Total Gain: 36,894
Indoor RH: 50 Load SHR: 0.80
Supply Airflow: 0 Entering Dry Bulb: 0
Entering Wet Bulb: 0
Heating:
Outdoor Dry Bulb: 10 Sensible Loss: 47,295
Indoor Dry Bulb: 72 Entering Dry Bulb: 67.8
Indoor RH: 30 Supply Airflow: 1,600
Equipment Performance Data at System Design Conditions
This system's equipment was selected in accordance with ACCA Manual S.
Cooling:
Model Type:Air Source Heat Pump, Outdoor Model: MXZ-SM48NAM, Indoor Model: MXZ-SM48NAM
Nominal Capacity: 48,000, Manufacturer: Mitsubishi
Interpolation Results:
Percent
Load of Load
Sensible Capacity: 36,000 29,544 122%
Latent Capacity: 12,000 7,350 163%
Total Capacity: 48,000 36,894 130%
_.. _ . __....... _.... _.
Heating:
Model Type:Air Source Heat Pump, Model: MXZ-SM48NAM, Nominal Capacity: 54,000, Manufacturer: Mitsubishi
Results:
Percent
Load of Load
Heating Capacity: 54,000 47,295 114%
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering *0 ON 2022 Hyatt Road
Mattituck NY 11952 Pa a 18
S stem 1 Zone 1 Summa Loads Peak Load Procedure for. Rooms
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
15A-Ooc-10: Wall-Basement, concrete block wall, no 183.8 901 0 0 0
insulation or framing, no interior finish, open core, 10'
floor depth, U-value 0.109, above grade U-value
0.584
21A-20: Floor-Basement, Concrete slab, any thickness, 2 162.5 197 0 0 0
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20'wide,
U-value 0.027
Subtotals for structure: 1,098 0 0 0
People: 3 600 690 1,290
Equipment: 0 1,383 1,383
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration:Winter CFM:_0, Summer.CFM:_0.— ____ ___ _____ _ _. ____0 _ _ __ ___.0______ ___ 0 _ _ 0_
System 1, Zone 1 Load Totals: 1,098 600 2,087 2,687
Check Figures
Supply CFM: 161 CFM Per Square ft.: 0.990
Square ft. of Room Area: 163 Square ft. Per Ton: 726
Volume(ft3): 0
Zone Loads
Total Heating Required: 1,098 Btuh 1.098 MBH
Total Sensible Gain: 2,087 Btuh 78 %
Total Latent Gain: 600 Btuh 22 %
Total Cooling Required: 2,687 Btuh 0.22 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 010 Pa a 19
System 1 Zone 2 Summary Loads Peak Load Procedure for Rooms
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
15A-Ooc-10:Wall-Basement, concrete block wall, no 45 221 0 0 0
insulation or framing, no interior finish, open core, 10'
floor depth, U-value 0.109, above grade U-value
0.584
21A-20: Floor-Basement, Concrete slab, any thickness, 2 179.5 218 0 0 0
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20'wide,
U-value 0.027
Subtotals for structure: 439 0 0 0
People: 1 200 230 430
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration:Winter CFM;_0,_Summer CFM,;_0 _ 0_ _ ____0 0 _________0
System 1, Zone 2 Load Totals: 439 200 232 432
Check Ficiures
Supply CFM: 18 CFM Per Square ft.: 0.099
Square ft. of Room Area: 180 Square ft. Per Ton: 4,991
Volume(ft'): 975
Zone Loads
Total Heating Required: 439 Btuh 0.439 MBH
Total Sensible Gain: 232 Btuh 54 %
Total Latent Gain: 200 Btuh 46 %
Total Cooling Required: 432 Btuh 0.04 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineerinq 2022 Hyatt Road
Mattituck NY 11952 1W11 Pa a 20
System 1 Zone 3 Summaty Loads Peak Load Procedure for Rooms
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
15A-Ooc-10: Wall-Basement, concrete block wall, no 75 368 0 0 0
insulation or framing, no interior finish, open core, 10'
floor depth, U-value 0.109, above grade U-value
0.584
21A-20: Floor-Basement, Concrete slab, any thickness, 2 80 97 0 0 0
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20'wide,
U-value 0.027
Subtotals for structure: 465 0 0 0
People: 1 200 230 430
Equipment: 0 478 478
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration Winter CFM: O, S..u..mmer,CFM: 0___ __ 0 ..__.._____.,_ 0_ _________ _0 _ .,_ 0_
System 1, Zone 3 Load Totals: 465 200 713 913
Check Fi ures
Supply CFM: 55 CFM Per Square ft.: 0.687
Square ft. of Room Area: 80 Square ft. Per Ton: 1,052
Volume(ft'): 0
Zone Loads
Total Heating Required: 465 Btuh 0.465 MBH
Total Sensible Gain: 713 Btuh 78 %
Total Latent Gain: 200 Btuh 22 %
Total Cooling Required: 913 Btuh 0.08 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 Page 21
System 1 Zone 4 Summajy Loads Peak Load Procedure for Rooms
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
11 D: Door-Wood-Solid Core, U-value 0.39 39 684 0 594 594
13AA-Ooc: Wall-Block, no blanket or board insulation, 118.5 3,114 0 2,104 2,104
open core, U-value 0.584
15A-Ooc-10: Wall-Basement, concrete block wall, no 479 3,069 0 598 598
insulation or framing, no interior finish, open core, 10'
floor depth, U-value 0.109, above grade U-value
0.584
21A-20: Floor-Basement, Concrete slab, any thickness, 2 357 434 0 0 0
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20'wide,
U-value O.027
Subtotals for structure: 7,301 0 3,296 3,296
People: 0 0 0 0
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration: Winter CFM: 14,_Summer_CFM:_.5.... _ 706 ,.__. _. 222 160_._.. _382
... .....
System 1, Zone 4 Load Totals: 8,007 222 3,480 3,702
Check Figures
Supply CFM: 268 CFM Per Square ft.: 0.751
Square ft. of Room Area: 357 Square ft. Per Ton: 1,157
Volume(ft'): 1,019
Zone Loads
Total Heating Required: 8,007 Btuh 8.007 MBH
Total Sensible Gain: 3,480 Btuh 94 %
Total Latent Gain: 222 Btuh 6 %
Total Cooling Required: 3,702 Btuh 0.31 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads AlI4 Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Matlituck NY 11952 Pa a 22
S stem 1 Zone 5 Summajy Loads Peak Load Procedure for Rooms
Component Area Sen Lat Sen Total
Description. Quan Loss Gain Gain Gain
Steel Door: Door-Steel Door v, U-value 0.14 21 132 0 115 115
R-25:Wall-Frame, Custom, R-24 Insulation, U-value 0.04 192.8 347 0 266 266
Wood Framed Att: Roof/Ceiling-Under Attic with 77.5 84 0 117 117
Insulation on Attic Floor(also use for Knee Walls and
Partition Ceilings), Custom, R42 Insulation in attic
above space, U-value 0.024
20P-0t: Floor-Over open crawl space or garage, Passive, 84 1,969 0 1,007 1,007
_no insulation tile or vinyl,_U-value_0..521__
Subtotals for structure: 2,532 0 1,505 1,505
People: 0 0 0 0
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration:_Winter CFM: 16,._Summer_CFM: 6 _ 789 248_ . _ _179 _ _427
System 1, Zone 5 Load Totals: 3,321 248 1,696 1,944
Check Fi ures
Supply CFM: 131 CFM Per Square ft.: 1.205
Square ft. of Room Area: 109 Square ft. Per Ton: 670
Volume(ft'): 1,031
Zone Loads
Total Heating Required: 3,321 Btuh 3.321 MBH
Total Sensible Gain: 1,696 Btuh 87 %
Total Latent Gain: 248 Btuh 13 %
Total Cooling Required: 1,944 Btuh 0.16 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq *0 ON 2022 Hyatt Road
Mattituck NY 11952 Pa a 23
System 1 Zone 6 Summa Loads Peak Load Procedure for Rooms
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
U .31, SHGC .22: Glazing-U .31 SHGC .22, U-value 0.77, 26.6 922 0 2,255 2,255
SHGC 0.57
R-25:Wall- 149.1 268 0 166 166
R-42: Roof/Ceiling-Under Attic with Insulation on Attic 77.5 83 0 153 153
Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
Roof, U-value 0.024
20P-0t: Floor-Over open crawl space or garage, Passive, 69.8 1,635 0 836 836
no insulation,tile or vinyl, U-value 0.521
19A-Otp: Floor-Over enclosed crawl space, No insulation 162.8 877 0 546 546
on exposed walls, sealed or vented space, passive,
_ no floor insulation, tile or vinyl, U-value 0.368 _.._.
Subtotals for structure: 3,785 0 3,956 3,956
People: 2 400 460 860
Equipment: 862 3,285 4,147
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration:Win_t_erCFM: 1_3, Summer_CFM: 5 __.. .___649 _______204__ __.__ 147 _____. __351_
System 1,Zone 6 Load Totals: 4,434 1,466 7,903 9,369
Check Fi ures
Supply CFM: 609 CFM Per Square ft.: 2.620
Square ft. of Room Area: 233 Square ft. Per Ton: 298
Volume(ft3): 2,209
Zone Loads
Total Heating Required: 4,434 Btuh 4.434 MBH
Total Sensible Gain: 7,903 Btuh 84 %
Total Latent Gain: 1,466 Btuh 16 %
Total Cooling Required: 9,369 Btuh 0.78 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineerinq 2022 Hyatt Road
Matlituck NY 11952 Pa a 24
S stem 1 Zone 7 Summa Loads Peak Load Procedure for Rooms
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 131.6 1,718 0 5,591 5,591
SHGC 0.3
R-25:Wall- 101.2 183 0 133 133
R-42: Roof/Ceiling-Under Attic with Insulation on Attic 118.8 127 0 235 235
Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
Roof, U-value 0.024
20P-0t: Floor-Over open crawl space or garage, Passive, 150 3,517 0 1,797 1,797
no...insulation, ble_o.r vinyl,_.U-value.0.521_.
Subtotals for structure: 5,545 0 7,756 7,756
People: 4 800 920 1,720
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration:Winter CFM; 17, Summer CFM:._6 _ 859 270. .. .._ .... 195,,_ __ _ 465..
System 1, Zone 7 Load Totals: 6,404 1,070 8,933 10,003
Check Ficiures
Supply CFM: 689 CFM Per Square ft.: 4.591
Square ft. of Room Area: 150 Square ft. Per Ton: 180
Volume(ft'): 1,425
Zone Loads
Total Heating Required: 6,404 Btuh 6.404 MBH
Total Sensible Gain: 8,933 Btuh 89 %
Total Latent Gain: 1,070 Btuh 11 %
Total Cooling Required: 10,003 Btuh 0.83 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq � 2022 Hyatt Road
Mattituck NY 11952 Page 25
S stem 1 Zone 8 Summajy Loads Peak Load Procedure for Rooms
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
R-25: Wall-Frame, Custom, HERS R-25 Exterior Wall, U- 21.2 38 0 21 21
value 0.04
19A-Otp: Floor-Over enclosed crawl space, No insulation 255 1,374 0 855 855
on exposed walls, sealed or vented space, passive,
floor.insulation,_tile or vinyl, U-value_0.368
Subtotals for structure: 1,412 0 876 876
People: 0 0 0 0
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 0 0 0 0
_.Infiltration Winter CFM; 2, Summer.CFM: 1__
System 1, Zone 8 Load Totals: 1,490 25 900 925
Check Figures
Supply CFM: 69 CFM Per Square ft.: 0.272
Square ft. of Room Area: 255 Square ft. Per Ton: 3,307
Volume(ft'): 2,423
Zone Loads
Total Heating Required: 1,490 Btuh 1.490 MBH
Total Sensible Gain: 900 Btuh 97 %
Total Latent Gain: 25 Btuh 3 %
Total Cooling Required: 925 Btuh 0.08 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
io
Mattituck NY 11952 Pacie 26
System 2 Zone 1 Summajy Loads Avera a Load Procedure for Rooms
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
U .31, SHGC .22: Glazing-U .31 SHGC .22, U-value 0.31, 63 1,212 0 1,464 1,464
SHGC 0.22
1 C-cw: Glazing-Single pane window with storm, clear, 15 530 0 119 119
wood frame, outdoor insect screen with 100%
coverage, light color drapes with medium weave with
50%coverage, U-value 0.57, SHGC 0.56
R-25:Wall-Frame, Custom, HERS R-25 Exterior Wall, U- 316.2 784 0 63 63
value 0.04
19A-Otp: Floor-Over enclosed crawl space, No insulation 408 3,029 0 391 391
on exposed walls, sealed or vented space, passive,
no floor insulation,tile.or vinyl, 07value_0.,_368 ..... ..._ __
Subtotals for structure: 5,555 0 2,037 2,037
People: 4 800 920 1,720
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 1,276 0 262 262
Infiltration Winter CFM:.19, Summer CFM:8
System 2, Zone 1 Load Totals: 8,104 968 3,291 4,259
Check Figures
Supply CFM: 194 CFM Per Square ft.: 0.476
Square ft. of Room Area: 408 Square ft. Per Ton: 1,150
Volume(ft'): 3,876
Zone Loads
Total Heating Required: 8,104 Btuh 8.104 MBH
Total Sensible Gain: 3,291 Btuh 77 %
Total Latent Gain: 968 Btuh 23 %
Total Cooling Required: 4,259 Btuh 0.35 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineerinq00 2022 Hyatt Road
Mattituck NY 11952 Page 27
S stem 2 Zone 2 Summajy Loads Avera e Load Procedure for Rooms
Component Area Sen Lat Sen Total
Descri tion Quan Loss Gain Gain Gain
1C-cw: Glazing-Single pane window with storm, clear, 30 1,060 0 461 461
wood frame, U-value 0.57, SHGC 0.56
R-25:Wall-Frame, Custom, Frames Wall R-14, U-value 136.2 338 0 57 57
0.04
19A-Otp: Floor-Over enclosed crawl space, No insulation 157.5 1,169 0 151 151
on exposed walls, sealed or vented space, passive,
n..o floor nsulation,.ti.le or._v nyl, U-value_0.368 _
Subtotals for structure: 2,567 0 669 669
People: 2 400 460 860
Equipment: 0 1,536 1,536
Lighting: 0 0 0
Ductwork: 580 0 233 233
Infiltration Winter CFM: 8, Summer CFM;3.. _. _ .._ 537 . . 71 . 30_. _ 1.01
System 2, Zone 2 Load Totals: 3,684 471 2,928 3,399
Check Fi ures
Supply CFM: 173 CFM Per Square ft.: 1.097
Square ft. of Room Area: 158 Square ft. Per Ton: 556
Volume(ft3): 1,496
Zone Loads
Total Heating Required: 3,684 Btuh 3.684 MBH
Total Sensible Gain: 2,928 Btuh 86 %
Total Latent Gain: 471 Btuh 14 %
Total Cooling Required: 3,399 Btuh 0.28 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
Mattituck NY 11952 Page 28
System 2 Zone 3 Summajy Loads (Average Load Procedure for Rooms
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 87.1 1,568 0 1,276 1,276
SHGC 0.3
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 173.9 3,129 0 3,366 3,366
SHGC 0.3
R-25:Wall-Frame, Custom,2" High Density Spray Foam 442 1,096 0 103 103
+ R-21 Fiberglass, U-value 0.04
R-42: Roof/Ceiling- 464.5 685 0 697 697
19A-Otp: Floor-Over enclosed crawl space, No insulation 63.8 473 0 61 61
on exposed walls, sealed or vented space, passive,
no floor insulation, the or vinyl, U-value 0.368
19A-Otp-t: Floor-Over enclosed crawl space, No 48.8 362 0 47 47
insulation on exposed walls, sealed or vented space,
passive, no floor insulation,the covering, U-value
0.368
19C-19sp-v: Floor-Over enclosed crawl space, R-11 352 371 0 48 48
insulation on exposed walls, sealed crawl space,
p.as..s...ive, R-_19 blanket,.vi_nyl covering, U-value 0.049 _
Subtotals for structure: 7,684 0 5,598 5,598
People: 5 1,000 1,150 2,150
Equipment: 0 2,433 2,433
Lighting: 0 0 0
Ductwork: 1,860 0 805 805
Infiltration.Winter CFM: 33,_Summer_CFM: 1.5 2,269... . _300 1 _1.28 . _____428
System 2,Zone 3 Load Totals: 11,813 1,300 10,114 11,414
Check Figures
Supply CFM: 597 CFM Per Square ft.: 1.285
Square ft. of Room Area: 465 Square ft. Per Ton: 488
Volume(ft'): 5,293
Zone Loads
Total Heating Required: 11,813 Btuh 11.813 MBH
Total Sensible Gain: 10,114 Btuh 89 %
Total Latent Gain: 1,300 Btuh 11 %
Total Cooling Required: 11,414 Btuh 0.95 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
Mattituck NY 11952 r Page 29
S stem 2 Zone 4 Summaty Loads (Average Load Procedure for Rooms
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
U .31 SHGC .22: Glazing-U .31 SHGC .22, U-value 0.31, 41.1 790 0 474 474
SHGC 0.22
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 22.7 408 0 695 695
SHGC 0.3
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 22.7 408 0 695 695
SHGC 0.3
R-25:Wall-Frame, Custom, R-24 Insulation, U-value 0.04 242 600 0 101 101
R-42: Roof/Ceiling-Under Attic with Insulation on Attic 162.8 240 0 244 244
Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
Roof, U-value 0.024
HERS R-42: Roof/Ceiling-Under Attic with Insulation on 91 134 0 136 136
Attic Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
_. Roof, U.-value..0.024.
Subtotals for structure: 2,580 0 2,345 2,345
People: 2 400 460 860
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 680 0 248 248
Infiltration:Winter CFM: 16, Summer CFM; 7 1,060. ......... 140 .60.,.. __""',__ .-
_.
System 2, Zone 4 Load Totals: 4,320 540 3,113 3,653
Check Figures
Supply CFM: 184 CFM Per Square ft.: 0.724
Square ft. of Room Area: 254 Square ft. Per Ton: 834
Volume(ft3): 2,284
Zone Loads
Total Heating Required: 4,320 Btuh 4.320 MBH
Total Sensible Gain: 3,113 Btuh 85 %
Total Latent Gain: 540 Btuh 15 %
Total Cooling Required: 3,653 Btuh 0.30 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering00 6N. 2022 Hyatt Road
Mattituck NY 11952 Page 30
S stem 2 Zone 5 Summajy Loads Avera a Load Procedure for Rooms
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 15.7 282 0 127 127
SHGC 0.3
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 31.4 564 0 960 960
SHGC 0.3
R-25:Wall-Frame, Custom, R-24 Insulation, U-value 0.04 139.7 347 0 38 38
R-42: Roof/Ceiling-Under Attic with Insulation on Attic 324 479 0 297 297
Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
Roof, U-value 0.024
Subtotals for structure: 1,672 0 1,422 1,422
People: 3 600 690 1,290
Equipment: 0 1,221 1,221
Lighting: 0 0 0
Ductwork: 425 0 291 291
Infiltration:Winter CFM: 9, Summer.CFM:4 60.3 . . ._. . . 80 34. 114
System 2,Zone 5 Load Totals: 2,700 680 3,658 4,338
Check Figures
Supply CFM: 216 CFM Per Square ft.: 0.666
Square ft. of Room Area: 324 Square ft. Per Ton: 896
Volume(ft'): 2,917
Zone Loads
Total Heating Required: 2,700 Btuh 2.700 MBH
Total Sensible Gain: 3,658 Btuh 84 %
Total Latent Gain: 680 Btuh 16 %
Total Cooling Required: 4,338 Btuh 0.36 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
io
Mattituck NY 11952 Page 31
S stem 2 Zone 6 Summary Loads (Average Load Procedure for Rooms
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 22.2 399 0 599 599
SHGC 0.3
R-25:Wall-Frame, Custom, R-24 Insulation, U-value 0.04 288.3 715 0 120 120
R-42: Roof/Ceiling-Under Attic with Insulation on Attic 237.5 351 0 356 356
Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
Roof, U-value 0.024
HERS Floor- R-33: Floor-Over enclosed crawl space, 162.5 244 0 31 31
Custom,_HERS R33, U value 0,03_
Subtotals for structure: 1,709 0 1,106 1,106
People: 1 200 230 430
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 507 0 120 120
Infiltration:Winter CFM; 15,._Summer CFM;_6_ ..._ ... _ _ __ 1,00.2 ___ 132 . . _. ._ _57.._. .____ 18.9
System 2, Zone 6 Load Totals: 3,218 332 1,513 1,845 ,
Check Figures
Supply CFM: 89 CFM'Per Square ft.: 0.376
Square ft. of Room Area: 238 Square ft. Per Ton: 1,544
Volume(ft'): 2,138
Zone Loads
Total Heating Required: 3,218 Btuh 3.218 MBH
Total Sensible Gain: 1,513 Btuh 82 %
Total Latent Gain: 332 Btuh 18 %
Total Cooling Required: 1,845 Btuh 0.15 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022'Hvaft Road
Mattituck NY 11952 Pa a 32
System 2 Zone 7 Summa1y Loads (Average Load Procedure for Rooms
Component Area Sen Lat Sen Total
Descri tion Quan Loss Gain Gain Gain
U .29 SHGC .3: Glazing-U .29 SHGC .3, U-value 0.29, 27.4 494 0 531 531
SHGC 0.3
R-25:Wall-Frame, Custom, HERS R-25 Exterior Wall, U- 242.6 602 0 59 59
value 0.04
R-42: Roof/Ceiling-Under Attic with Insulation on Attic 51 75 0 76 76
Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
Roof, U-value 0.024
HERS R-42: Roof/Ceiling-Under Attic with Insulation on 137.8 203 0 207 207
Attic Floor(also use for Knee Walls and Partition
Ceilings), Custom, Sealed Attic with R-42 Spray in
Roof, U-v_alue 0.024
Subtotals for structure: 1,374 0 873 873
People: 3 600 690 1,290
Equipment: 0 683 683
Lighting: 0 0 0
Ductwork: 419 0 199 199
Infiltration_Winter CFM:.13, Summer CFM:_6 _ _.871_ _______ 115___. ___ 50 ,____._. 165_.
System 2,Zone 7 Load Totals: 2,664 715 2,495 3,210
Check Fi ures
Supply CFM: 147 CFM Per Square ft.: 0.780
Square ft. of Room Area: 189 Square ft. Per Ton: 706
Volume(ft'): 1,699
Zone Loads
Total Heating Required: 2,664 Btuh 2.664 MBH
Total Sensible Gain: 2,495 Btuh 78 %
Total Latent Gain: 715 Btuh 22 %
Total Cooling Required: 3,210 Btuh 0.27 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.
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq *0 2022 Hyatt Road
Mattituck NY 11952 Page 33
Detailed Room Loads - Room 1 - Gym Peak Fenestration Gain Procedure
General
Room is in zone 1,which peaks at 7 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 12.5 ft. System Number: 1
Room Width: 13.0 ft. Zone Number: 1
Area: 162.5 sq.ft. Supply Air: 161 CFM
Ceiling Height: 7.5 ft. Supply Air Changes: 7.9 AC/hr
Volume: 1,219 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 6 CFM
Runout Air: 80 CFM Percent of Supply.: 4 %
Runout Duct Size: 6 in. Actual Summer Vent.: 11 CFM
Runout Air Velocity: 410 ft./min. Percent of Supply: 7 %
Runout Air Velocity: 410 ft./min. Actual Winter Infil.: 0 CFM
Actual Loss: 0.112 in.wg./100 ft. Actual Summer Infil.: 0 CFM
Item Area -U- Htg Sen Clg Lat Sen
Descri tion Quantity Value HTM Loss HTM Gain Gain
S-Wall-I5A-Ooc-10 12.5 X 7.5 93.8 0.109 4.9 460 0.0 0 0
-Abv. grade U-value 0.584
E-Wall-1 5A-Ooc-1 0 12 X 7.5 90 0.109 4.9 441 0.0 0 0
-Abv. grade U-value 0.584
Floor-21A-20 13 X 12.5 162.5 0.027 1.2 197 0.0 0 0
Subtotals for Structure: 1,098 0 0
Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0
AED Excursion: 14
People: 200 lat/per, 230 sen/per: 3 600 690
Equipment: _ 0 _ _ ____1,383_
Room Totals: 1,098 600 2,087
E ui ment Cooling Loads
Cont. Cont.
Output Output Avg. Pct Sens. Lat.
Sens. Lat. In-Use Used Load Load
Item Name Btuh Btuh Output /Hour Btuh Btuh
Color television 683 0 100 100 683 0
Refrigerator or freezer- 12 cubic feet 700 0 100 100 700 0
Total 1383 0
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 r Page 34
Detailed Room Loads - Room 2 - Cellar Bathroom (Peak Fenestration Gain
Procedure
General
Room is in zone 2,which peaks at 7 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 9.0 ft. System Number: 1
Room Width: 5.5 ft. Zone Number: 2
Area: 49.5 sq.ft. Supply Air: 18 CFM
Ceiling Height: 7.5 ft: Supply Air Changes: 2.9 AC/hr
Volume: 371 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 1 CFM
Runout Air: 18 CFM Percent of Supply.: 8 %
Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM
Runout Air Velocity: 205 ft./min. Percent of Supply: 7 %
Runout Air Velocity: 205 ft./min. Actual Winter Infil.: 0 CFM
Actual Loss: 0.051 in.wg./100 ft. Actual Summer Infil.: 0 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
E-Wall-1 5A-Ooc-1 0 6 X 7.5 45 0.109 4.9 221 0.0 0 0
-Abv. grade U-value 0.584
Floor-21A-20 5.5 X 9 - --- - - 49.5 .-- -0.027-- --- -1.2--- 60 - - 0.0-- - -- -0 -------0
Subtotals for Structure: 281 0 0
Infil.:Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0
AED Excursion: 2
People:-200 lat/per,230 sen/per: - - - - - -- -- - - - - - - - -- --- - - - -- -- 200---- 230
Room Totals: 281 200 232
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
Mattituck NY 11952 -Page 35
Detailed Room Loads - Room 3 - Cellar Hall Peak Fenestration Gain Procedure
General
Room is in zone 2, which peaks at 7 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 10.0 ft. System Number: 1
Room Width: 13.0 ft. Zone Number: 2
Area: 130.0 sq.ft. Supply Air: 0 CFM
Ceiling Height: 7.5 ft. Supply Air Changes: 0.0 AC/hr
Volume: 975 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 0 Actual Winter Vent.: 1 CFM
Runout Air: 0 CFM Percent of Supply.: 0 %
Runout Duct Size: 0 in. Actual Summer Vent.: 0 CFM'
Runout Air Velocity: 0 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 0 CFM
Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
Floor-21A-2 . 13 X 10 130 0.027 1.2 158 0.0 0 0
Subtotals for Structure: 158 0 0
I_nfl. Win,: 0.0,Sum :.0...4 .... ._..__ _.__ __ 0 __ Q.._. Q ____ 0.
Room Totals: 158 0 0
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
Mattituck NY 11952 Page 36
Detailed Room Loads - Room 4 - Laundry Room (Peak Fenestration Gain
Procedure
General
Room is in zone 3,which peaks at 7 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 8.0 ft. System Number: 1
Room Width: 10.0 ft. Zone Number: 3
Area: 80.0 sq.ft. Supply Air: 55 CFM
Ceiling Height: 7.5 ft. Supply Air Changes: 5.5 AC/hr
Volume: 600 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 2 CFM
Runout Air: 55 CFM Percent of Supply.: 5 %
Runout Duct Size: 4 in. Actual Summer Vent.: 4 CFM
Runout Air Velocity: 630 ft./min. Percent of Supply: 7 %
Runout Air Velocity: 630 ft./min. Actual Winter Infil.: 0 CFM
Actual Loss: 0.463 in.wg./100 ft. Actual Summer Infil.: 0 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
N-Wall-1 5A-Ooc-1 0 10 X 7.5 75 0.109 4.9 368 0.0 0 0
-Abv. grade U-value 0.584
Floor-21A-20 10 X 8 80 0.027 1.2 97 0.0 0 0
Subtotals for Structure: 465 0 0
Infil.:Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0
AED Excursion: 5
People:200 lat/per,230 sen/per: 1 200 230
Equipment: _. _ 0.... .. 478
Room Totals: 465 200 713
Equipment Cooling Loads
Cont. Cont.
Output Output Avg. Pct Sens. Lat.
Sens. Lat. In-Use Used Load Load
Item Name Btuh Btuh Output /Hour Btuh Btuh
Clothes washing machine- 10 percent to space 205 0 50 50 51 0
Vented clothes dryer- 10 percent to space 1707 0 50 50 427 0
Total 478 0
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
Mattituck NY 11952 Pa a 37
Detailed Room Loads - Room 5 - Screen Room (Peak Fenestration Gain
Procedure
General
Room is in zone 4,which peaks at 7 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 17.0 ft. System Number: 1
Room Width: 21.0 ft. Zone Number: 4
Area: 357.0 sq.ft. Supply Air: 268 CFM
Ceiling Height: 9.5 ft. Supply Air Changes: 4.7 AC/hr
Volume: 3,392 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 3 Actual Winter Vent.: 43 CFM
Runout Air: 89 CFM Percent of Supply.: 16 %
Runout Duct Size: 6 in. Actual Summer Vent.: 18 CFM
Runout Air Velocity: 455 ft./min. Percent of Supply: 7 %
Runout Air Velocity: 455 ft./min. Actual Winter Infil.: 14 CFM
Actual Loss: 0.138 in.wg./100 ft. Actual Summer Infil.: 5 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
W-Wall-13AA-Ooc 21 X 7.5 118.5 0.584 26.3 3,114 17.8 0 2,104
S-Wall-I5A-Ooc-10 14 X 7.5 105 0.109 4.9 515 0.0 0 0
-Abv. grade U-value 0.584
W-Wall-1 5A-0oc-1 0 34 X 11 374 0.109 6.8 2,554 1.6 0 598
-Abv. grade U-value 0.584
W-Door-11 D 3 X 6.5 19.5 0.390 17.6 342 15.2 0 297
W-Door-11 D 3 X 6.5 19.5 0.390 17.6 342 15.2 0 297
Floor-21A-20 21 X 17 357 0.027 1.2 434 0.0 0 0
_. _. - ..... .. .... .._ ........_ ._ ... ._.__
Subtotals for Structure: 7,301 0 3,296
Infil.:Win.: 14.3, Sum.: 5.2 191 3.693 706 0.837 222 160
A.E.D.Excursion: 24
Room Totals: 8,007 222 3,480
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq00 2022 Hyatt Road
Mattituck NY 11952 Pacie 38
Detailed Room Loads - Room 6 - Foyer Peak Fenestration Gain Procedure
General
Room is in zone 5,which peaks at 7 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 7.0 ft. System Number: 1
Room Width: 15.5 ft. Zone Number: 5
Area: 108.5 sq.ft. Supply Air: 131 CFM
Ceiling Height: 9.5 ft. Supply Air Changes: 7.6 AC/hr
Volume: 1,031 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 18 CFM
Runout Air: 65 CFM Percent of Supply.: 14 %
Runout Duct Size: 4 in. Actual Summer Vent.: 9 CFM
Runout Air Velocity: 749 ft./min. Percent of Supply: 7 %
Runout Air Velocity: 749 ft./min. Actual Winter Infil.: 16 CFM
Actual Loss: 0.652 in.wg./100 ft. Actual Summer Infil.: 6 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
S-Wall-R-25 7 X 9.5 66.5 0.040 1.8 120 1.0 0 67
E-Wall-R-25 15.5 X 9.5 126.2 0.040 1.8 227 1.6 0 199
E-Door-Steel Door 3 X 7 21 0.140 6.3 132 5.5 0 115
UP-Ceil-Wood Framed Aft 15.5 X 5 77.5 0.024 1.1 84 1.5 0 117
F.Ioor-20P_70t 12 X 7_ 84 0.521 _ _ 23.4 .._ 1,969_- 1.2..0. ...__. 0... ..._.___,1,007_
Subtotals for Structure: 2,532 0 1,505
Infil.:Win.: 16.0, Sum.: 5.8 214 3.691 789 0.837 248 179
AED Excursion: __.._12__
Room Totals: 3,321 248 1,696
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineerinq ON 2022 Hyatt Road
Mattituck NY 11952 r Page 39
Detailed Room Loads - Room 7 - Kitchen Peak Fenestration Gain Procedure
General
Room is in zone 6,which peaks at 2 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 15.0 ft. System Number: 1
Room Width: 15.5 ft. Zone Number: 6
Area: 232.5 sq.ft. Supply Air: 609 CFM
Ceiling Height: 9.5 ft. Supply Air Changes: 16.5 AC/hr
Volume: 2,209 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 6 Actual Winter Vent.: 24 CFM
Runout Air: 102 CFM Percent of Supply.: 4 %
Runout Duct Size: 6 in. Actual Summer Vent.: 42 CFM
Runout Air Velocity: 517 ft./min. Percent of Supply: 7 %
Runout Air Velocity: 517 ft./min. Actual Winter Infil.: 13 CFM
Actual Loss: 0.178 in.wg./100 ft. Actual Summer Infil.: 5 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
S-Wall-R-25 15.5 X 9.5 120.7 0.040 1.8 217 1.0 0 121
W-Wall-R-25 3 X 9.5 28.5 0.040 1.8 51 1.6 0 45
S-GIs-U .31, SHGC .22 shgc-0.57 26.6 0.770 34.7 922 84.8 0 2,255
O%S
UP-Ceil-R-42 15.5 X 5 77.5 0.024 1.1 83 2.0 0 153
Floor-20P-Ot 15.5 X 4.5 69.8 0.521 23.4 1,635 12.0 0 836
Floor-19A-Otp 15.5 X.105.. _ 162.8 _ 0,368 ....._ 5.4. 877. 3.4
Subtotals for Structure: 3,785 0 3,956
Infil.:Win.: 13.1, Sum.:4.8 176 3.693 649 0.836 204 147
AED Excursion: 55
People: 200 lat/per, 230 sen/per: 2 400 460
Equipment::.--- -- -- -_ -- - _.--- ---- __-.- 862 - --_3285
Room Totals: 4,434 1,466 7,903
Equipment Cooling Loads
Cont. Cont.
Output Output Avg. Pct Sens. Lat.
Sens. Lat. In-Use Used Load Load
Item Name Btuh Btuh Output /Hour Btuh Btuh
Dishwasher 4096 1433 100 25 1024 358
Microwave 4949 1732 75 25 928 325
Refrigerator or freezer- 16 cubic feet 1000 0 100 100 1000 0
Coffee maker-brewer 1331 717 100 25 333 179
Total 3285 862
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering *0 2022 HVatt Road
Mattituck NY 11952 Page 40
Detailed Room Loads - Room 8 - Dinin Room Peak Fenestration Gain Procedure
General
Room is in zone 7,which peaks at 5 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 12.0 ft. System Number: 1
Room Width: 12.5 ft. Zone Number: 7
Area: 150.0 sq.ft. Supply Air: 689 CFM
Ceiling Height: 9.5 ft. Supply Air Changes: 29.0 AC/hr
Volume: 1,425 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 7 Actual Winter Vent.: 34 CFM
Runout Air: 98 CFM Percent of Supply.: 5 %
Runout Duct Size: 6 in. Actual Summer Vent.: 47 CFM
Runout Air Velocity: 501 ft./min. Percent of Supply: 7 %
Runout Air Velocity: 501 ft./min. Actual Winter Infil.: 17 CFM
Actual Loss: 0.167 in.wg./100 ft. Actual Summer Infil.: 6 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
S-Wall-R-25 12 X 9.5 47.5 0.040 1.8 86 1.0 0 48
W-Wall-R-25 12.5 X 9.5 53.7 0.040 1.8 97 1.6 0 85
S-GIs-U .29 SHGC .3 shgc-0.3 66.5 0.290 13.1 868 29.8 0 1,984
0%S
W-GIs-U .29 SHGC .3 shgc-0.3 65.1 0.290 13.1 850 55.4 0 3,607
0%S
UP-Ceil-R-42 9.5 X 12.5 118.8 0.024 1.1 127 2.0 0 235
Floor-2013-0t_12.5_X12_ __ 150__ 0.5.21 23.4 3,517 _ .___.12.0 . _ 0 _1,797
Subtotals for Structure: 5,545 0 7,756
Infil.:Win.: 17.4, Sum.: 6.3 233 3.691 859 0.838 270 195
AED Excursion: 62
People:_200_lat/per,230 sen/per_ _ _ _ _ 4 _ _800____`__920__
Room Totals: 6,404 1,070 8,933
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineerinq 2022 Hyatt Road
io
Mattituck NY 11952 Page 41
Detailed Room Loads - Room 9 - Hall Stairway Peak Fenestration Gain.Procedure
General
Room is in zone 8,which peaks at 7 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 17.0 ft. System Number: 1
Room Width: 15.0 ft. Zone Number: 8
Area: 255.0 sq.ft. Supply Air: 69 CFM
Ceiling Height: 9.5 ft. Supply Air Changes: 1.7 AC/hr
Volume: 2,423 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 8 CFM
Runout Air: 69 CFM Percent of Supply.: 11 %
Runout Duct Size: 4 in. Actual Summer Vent.: 5 CFM
Runout Air Velocity: 795 ft./min. Percent of Supply: 7 %
Runout Air Velocity: 795 ft./min. Actual Winter Infil.: 2 CFM
Actual Loss: 0.734 in.wg./100 ft. Actual Summer Infil.: 1 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantijy Value HTM Loss HTM Gain Gain
E-Wall-R-25 7.5 X 2.8 21.2 0.040 1.8 38 1.0 0 21
Floor-19A-0tp_15_X.17__ __ __ _______ _._ ____ _ 255 __0.368_ ____,___ 5.4 _ 1,374 3.4 _0 _ 855
Subtotals for Structure: 1,412 0 876
Infil.:Win.: 1.6, Sum.: 0.6 21 3.675 78 0.848 25 18
AED Excursion: 6
Room Totals: 1,490 25 900
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads o
Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 Pa a 42
Detailed Room Loads - Room 10 - Living Room Avera a Load Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 17.0 ft. System Number: 2
Room Width: 24.0 ft. Zone Number: 1
Area: 408.0 sq.ft. Supply Air: 194 CFM .
Ceiling Height: 9.5 ft. Supply Air Changes: 3.0 AC/hr
Volume: 3,876 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 15 CFM
Runout Air: 97 CFM Percent of Supply.: 8 %
Runout Duct Size: 6 in. Actual Summer Vent.: 8 CFM
Runout Air Velocity: 495 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 495 ft./min. Actual Winter Infil.: 19 CFM
Actual Loss: 0.157 in.wg./100 ft. Actual Summer Infil.: 8 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity _ Value HTM Loss HTM Gain Gain
W-Wall-R-25 24 X 9.5 165 0.040 2.5 409 0.2 0 33
N-Wall-R-25 17.5 X 9.5 151.2 0.040 2.5 375 0.2 0 30
W-GIs-U .31, SHGC .22 shgc-0.22 63 0.310 19.2 1,212 23.2 0 1,464
0%S (3)
N-GIs-1 C-cw shgc-0.56 100%S 15 0.570 35.3 530 7.9 0 119
Floor-19A-Otp 24 X.17 ...... _. .408 .__ 0.368 7,4... .3,029 1.0 _ 0 391
Subtotals for Structure: 5,555 0 2,037
Infil.:Win.: 18.7, Sum.: 8.2 394 3.229 1,273 0.183 168 72
Ductwork: 1,276 262
People:200_lat/per,230 sen/per: _. 4__. _ ... __ _._. _ ...... 800 _ 920
Room Totals: 8,104 968 3,291
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq *0 2022 Hvaft Road
Mattituck NY 11952 Pa a 43
Detailed Room Loads - Room I I - Librajy Average Load Procedure
General_
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 17.5 ft. System Number: 2
Room Width: 9.0 ft. Zone Number: 2
Area: 157.5 sq.ft. Supply Air: 173 CFM
Ceiling Height: 9.5 ft. Supply Air Changes: 6.9 AC/hr
Volume: 1,496 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 7 CFM
Runout Air: 86 CFM Percent of Supply.: 4 %
Runout Duct Size: 6 in. Actual Summer Vent.: 7 CFM
Runout Air Velocity: 440 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 440 ft./min. Actual Winter Infil.: 8 CFM
Actual Loss: 0.124 in.wg./100 ft. Actual Summer Infil.: 3 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
N-Wall-R-25 17.5 X 9.5 136.2 0.040 2.5 338 0.4 0 57
N-GIs-1C-cw shgc-0.56 100%S 30 0.570 35.3 1,060 15.4 0 461
Floor-1_9A-0tp 9 X-17.5 _ _-_._.__ 157.5 ---- -0.368 __-- --, 7.4 _- 1,169 _. __1..0 ._. ..__ _. .._0-._._.._---151,--
Subtotals for Structure: 2,567 0 669
Infil.:Win.:7.9, Sum.: 3.5 166 3.230 537 0.180 71 30
Ductwork: 580 233
People: 200 lat/per, 230 sen/per: 2 400 460
Equipment.-._..... _ _ -0... ._ .._1,536
Room Totals: 3,684 471 2,928
Equipment Cooling Loads
Cont. Cont.
Output Output Avg. Pct Sens. Lat.
Sens. Lat. In-Use Used Load Load
EltemName Btuh Btuh Output /Hour Btuh Btuh
Computer and monitor 1536 0 100 100 1536 0
Total 1536 0
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 Pa a 44
Detailed Room Loads - Room 12 - Bathroom Avera a Load Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 8.5 ft. System Number: 2
Room Width: 7.5 ft. Zone Number: 3
Area: 63.8 sq.ft. Supply Air: 28 CFM
Ceiling Height: 9.5 ft. Supply Air Changes: 2.7 AC/hr
Volume: 606 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 2 CFM
Runout Air: 28 CFM Percent of Supply.: 8 %
Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM
Runout Air Velocity: 316 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 316 ft./min. Actual Winter Infil.: 3 CFM
Actual Loss: 0.115 in.wg./100 ft. Actual Summer Infil.: 1 CFM
Item Area -U- Htg Sen Cig Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
N-Wall-R-25 7.5 X 9.5 71.2 0.040 2.5 177 0.4 0 30
UP-Ceil-R-42 8.5 X 7.5 63.8 0.024 1.5 94 1.5 0 96
Floor-19A_Otp..7,5 X 8,5..._ - - --_...63.8 -- -0.368---- - 7.4..__ 473 1.0 - - -0----- -. _61..
Subtotals for Structure: 744 0 187
Infil.:Win.: 3.4, Sum.: 1.5 71 3.228 230 0.182 30 13
Ductwork: 182 37
People_200_I_at/per,_230_sen/per: _ _ 1_-_ _.- ___- ____200__ _ 230
RoomTotals: 1,156 230 467
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 r Pa a 45
Detailed Room Loads - Room 13 - Bathroom Hall Avera e Load Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 6.5 ft. System Number: 2
Room Width: 7.5 ft. Zone Number: 3
Area: 48.8 sq.ft. Supply Air: 9 CFM
Ceiling Height: 9.5 ft. Supply Air Changes: 1.2 AC/hr
Volume: 463 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 2 CFM
Runout Air: 9 CFM Percent of Supply.: 19 %
Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 105 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 105 ft./min. Actual Winter Infil.: 3 CFM
Actual Loss: 0.014 in.wg./100 ft. Actual Summer Infil.: 1 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
S-Wall-R-25 6.5 X 9.5 61.8 0.040 2.5 153 0.2 0 12
UP-Ceil-R-42 6.5 X 7.5 48.8 0.024 1.5 72 1.5 0 73
Floor-19A-0tp_7.5 X 6.5 .4.8.8_ _ _ .0.368 _ __ 7.4 _ ______362 _ _ _ 1.0. __ _ 0 _47_1
Subtotals for Structure: 587 0 132
Infil.:Win.: 2.9, Sum.: 1.3 62 3.223 199 0.178 26 11
Ductwork: 147 12
Room Totals: 933 26 155
1
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
Mattituck NY 11952 Pa a 46
Detailed Room Loads - Room 14 - Pooh Room (Average Load Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 22.0 ft. System Number: 2
Room Width: 16.0 ft. Zone Number: 3
Area: 352.0 sq.ft. Supply Air: 560 CFM
Ceiling Height: 12.0 ft. Supply Air Changes: 8.0 AC/hr
Volume: 4,224 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 6 Actual Winter Vent.: 18 CFM
Runout Air: 93 CFM Percent of Supply.: 3 %
Runout Duct Size: 6 in. Actual Summer Vent.: 24 CFM
Runout Air Velocity: 475 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 475 ft./min. Actual Winter Infil.: 27 CFM
Actual Loss: 0.145 in.wg./100 ft. Actual Summer Infil.: 12 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
S-Wall-R-25 22 X 9.5 121.9 0.040 2.5 302 0.2 0 24
N-Wall-R-25 22 X 9.5 121.9 0.040 2.5 302 0.2 0 24
E-Wall-R-25 16 X 9.5 65.2 0.040 2.5 162 0.2 0 13
S-GIs-U .29 SHGC .3 shgc-0.3 87.1 0.290 18.0 1,568 14.6 0 1,276
0%S (4)
N-GIs-U .29 SHGC .3 shgc-0.3 87.1 0.290 18.0 1,568 8.1 0 708
100%S (4)
E-GIs-U .29 SHGC .3 shgc-0.3 86.8 0.290 18.0 1,561 30.6 0 2,658
0%S
UP-Ceil-R-42 22 X 16 352 0.024 1.5 519 1.5 0 528
Floor-19CA 9sp 16 X 22 352 0.049 1.1 _ 371 _0.1 0 48_
Subtotals for Structure: 6,353 0 5,279
Infil.:Win.:27.0, Sum.: 11.9 570 3.228 1,840 0.182 244 104
Ductwork: 1,531 755
People:200 lat/per, 230 sen/per: 4 800 920
Equipment: __ 0 2,433
Room Totals: 9,724 1,044 9,491
Equipment Cooling Loads
Cont. Cont.
Output Output Avg. Pct Sens. Lat.
Sens. Lat. In-Use Used Load Load
EitemName Btuh Btuh Output /Hour Btuh Btuh
Refrigerator or freezer- 12 cubic feet 700 0 100 100 700 .0
Color television 683 0 100 100 683 0
Computer and monitor 1536 0 35 100 538 0
Laser printer 512 0 100 100 512 0
Total 2433 0
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq ON 2022 Hyatt Road
Mattituck NY 11952 0 Pa a 47
Detailed Room Loads - Room 15 - Sun Room (Average Load Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 10.5 ft. System Number: 2
Room Width: 15.5 ft. Zone Number: 4
Area: 162.8 sq.ft. Supply Air: 175 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 7.2 AC/hr
Volume: 1,465 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 8 CFM
Runout Air: 87 CFM Percent of Supply.: 4 %
Runout Duct Size: 6 in. Actual Summer Vent.: 8 CFM
Runout Air Velocity: 446 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 446 ft./min. Actual Winter Infil.: 16 CFM
Actual Loss: 0.128 in.wg./100 ft. Actual Summer Infil.: 7 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
S-Wall-R-25 15.5 X 9 98.4 0.040 2.5 244 0.4 0 41
E-Wall-R-25 10.5 X 9 71.8 0.040 2.5 178 0.4 0 30
W-Wall-R-25 10.5 X 9 . 71.8 0.040 2.5 178 0.4 0 30
S-GIs-U .31 SHGC .22 shgc-0.22 41.1 0.310 19.2 790 11.5 0 474
0%S (2)
E-GIs-U .29 SHGC .3 shgc-0.3 22.7 0.290 18.0 408 30.6 0 695
0%S
W-GIs-U .29 SHGC .3 shgc-0.3 22.7 0.290 18.0 408 30.6 0 695
0%S
UP-Ceil-R-42 10.5 X 15.5 1.62.8 0.024 1.5 240 1.5 0 244
Subtotals for Structure: 2,446 0 2,209
Infil.:Win.: 15.6, Sum.:6.9 329 3.227 1,060 0.183 140 60
Ductwork: 655 236
People: 200.Iat/per,_230 sen/per:__ _ _ _ __ _2___ _400 _ ._ ._.._._460
Room Totals: 4,161 540 2,965
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering *0
2022 HVatt Road
Mattituck NY 11952 Pa a 48
Detailed Room Loads - Room 20 - Hall (Average Load Procedure
General
Calculation Mode: Htg. &cig. Occurrences: 1
Room Length: 7.0 ft. System Number: 2
Room Width: 13.0 ft. Zone Number: 4
Area: 91.0 sq.ft. Supply Air: 9 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 0.6 AC/hr
Volume: 819 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 0 CFM
Runout Air: 9 CFM Percent of Supply.: 3 %
Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 100 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 100 ft./min. Actual Winter Infil.: 0 CFM
Actual Loss: 0.012 1n.wg./100 ft. Actual Summer Infil.: 0 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
UP-Ceil-HERS R-42.7X 13 -- -. -- - _91-__-- -0.024_ 1.5_ _--_ 134 _..__ 1.5 0 ..--- --- 136_
Subtotals for Structure: 134 0 136
Infil.:Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0
Ductwork: ........ 25. 12_
._
Room Totals: 159 0 148
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering *0 2022 Hyatt Road
Mattituck NY 11952 Page 49
Detailed Room Loads - Room 16 - Master Bedroom (Average Load Procedure
General -
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 17.0 ft. System Number: 2
Room Width: 15.5 ft. Zone Number: 5
Area: 263.5 sq.ft. Supply Air: 194 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 4.9 AC/hr
Volume: 2,372 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 4 CFM
Runout Air: 97 CFM Percent of Supply.: 2 %
Runout Duct Size: 6 in. Actual Summer Vent.: 8 CFM
Runout Air Velocity: 493 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 493 ft./min. Actual Winter Infil.: 7 CFM
Actual Loss: 0.156 in.wg./100 ft. Actual Summer Infil.: 3 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
N-Wall-R-25 13.5 X 3.5 31.6 0.040 2.5 78 0.2 0 6
W-Wall-R-25 10.5 X 9 63.1 0.040 2.5 157 0.2 0 13
N-GIs-U .29 SHGC .3 shgc-0.3 15.7 0.290 18.0 282 8.1 0 127
100%S
W-GIs-U .29 SHGC .3 shgc-0.3 31.4 0.290 18.0 564 30.6 0 960
0%S (2)
UP-Roof-R-42 17 X 15.5 263.5 0.024 1.5 389 0.8 0 207
Subtotals for Structure: 1,470 0 1,313
Infil.:Win.:6.7, Sum.: 3.0 142 3.231 458 0.183 61 26
Ductwork: 360 261
People:200 lat/per, 230 sen/per: 2 400 460
Equipment- __ 0 _ 1,221...
Room Totals: 2,288 461 3,281
E ui ment Cooling Loads
Cont. Cont.
Output Output Avg. Pct Sens. Lat.
Sens. Lat. In-Use Used Load Load
Item Name Btuh Btuh Output /Hour Btuh Btuh
Color television 683 0 100 100 683 0
Computer and monitor 1536 0 35 100 538 0
Total 1221 0
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads , Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
io
Mattituck NY 11952 Pa a 50
Detailed Room Loads - Room 17 - Master Closet (Average Load Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 5.5 ft. System Number: 2
Room Width: 5.0 ft. Zone Number: 5
Area: 27.5 sq.ft. Supply Air: 4 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 1.1 AC/hr
Volume: 248 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 1 CFM
Runout Air: 4 CFM Percent of Supply.: 15 %
Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 50 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 50 ft./min. Actual Winter Infil.: 2 CFM
Actual Loss: 0.003 in.wg./100 ft. Actual Summer Infil.: 1 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantily Value HTM Loss HTM Gain Gain
N-Wall-R-25 5 X 9 45 0.040 2.5 112 0.4 0 19
UP-Ceil-R-42 5.5 X 5 27.5 0.024 1.5 41 1.5 0 41
Subtotals for Structure: 153 0 60
Infil.:Win.: 2.1, Sum.: 0.9 45 3.222 145 0.178 19 8
Ductwork: 56 6
Room Totals: 354 19 74
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
Mattituck NY 11952 Page 51
Detailed Room Loads - Room 18 - Master Bathroom 1 (Average Load Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 6.0 ft. System Number: 2
Room Width: 5.5 ft. Zone Number: 5
Area: 33.0 sq.ft. Supply Air: 18 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 3.6 AC/hr
Volume: 297 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 0 CFM
Runout Air: 18 CFM Percent of Supply.: 1 %
Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM
Runout Air Velocity: 205 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 205 ft./min. Actual Winter Infil.: 0 CFM
Actual Loss: 0.049 in.wg./100 ft. Actual Summer Infil.: 0 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantily Value HTM Loss HTM Gain Gain
UP-Ceil-R-42 6 X 5.5 33 0.024 1.5 49 1.5 0 49
Subtotals for Structure: 49 0 49
Infil.:Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0
Ductwork: 9 24
Peop1e:.2001at/per,230sen/per--
Room Totals: 58 200 303
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq *0 2022 Hyatt Road
Mattituck NY 11952 Page 52
Detailed Room Loads - Room 19 - Master Bathroom 2 (Average Load Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 7.5 ft. System Number: 2
Room Width: 10.0 ft. Zone Number: 6
Area: 75.0 sq.ft. Supply Air: 61 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 5.4 AC/hr
Volume: 675 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 3 CFM
Runout Air: 61 CFM Percent of Supply.: 5 %
Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM
Runout Air Velocity: 701 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 701 ft./min. Actual Winter Infil.: 7 CFM
Actual Loss: 0.550 in.wg./100 ft. Actual Summer Infil.: 3 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
W-Wall-R-25 7.5 X 9 50.3 0.040 2.5 125 0.4 0 21
N-Wall-R-25 10 X 9 90 0.040 2.5 223 0.4 0 37
W-GIs-U .29 SHGC .3 shgc-0.3 17.1 0.290 18.0 308 30.6 0 525
0%S
UP-Ceil_R-42 7.5 X 1-0- -- ---- _- 75---_.-----0.024.--_-._-- ---1.5_- _-,_--_111- -- ._ -- 1.5 _—______.___0_... ._..._ .-112-
Subtotals for Structure: 767 0 695
Infil.:Win.: 7.5, Sum.: 3.3 158 3.225 508 0.184 67 29
Ductwork: 238 82
People:200lat/per,_23.0_sen/per:- - - -- - - - .- -- - -- -- - - -- - -- - - 200. 230--
Room Totals: 1,513 267 1,036
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq *0 2022 Hyatt Road
Mattituck NY 11952 Page 53
Detailed Room Loads - Room 21 - Stair Way (Average Load Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 13.0 ft. System Number: 2
Room Width: 12.5 ft. Zone Number: 6
Area: 162.5 sq.ft. Supply Air: 28 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 1.2 AC/hr
Volume: 1,463 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 3 CFM
Runout Air: 28 CFM Percent of Supply.: 11 %
Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM
Runout Air Velocity: 323 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 323 ft./min. Actual Winter Infil.: 7 CFM
Actual Loss: 0.119 in.wg./100 ft. Actual Summer Infil.: 3 CFM
Item Area -U- Htg Sen Cig Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
S-Wall-R-25 7.5 X 9 62.5 0.040 2.5 155 0.4 0 26
E-Wall-R-25 9.5 X 9 85.5 0.040 2.5 212 0.4 0 36
S-GIs-U .29 SHGC .3 shgc-0.3 5 0.290 18.0 91 14.7 0 74
0%S
UP-Ceil-R-42 13 X 12.5 162.5 0.024 1.5 240 1.5 0 244
Floor-HERS Floor-R-33 12.5 X 13 162.5 0.030 1.5 244 0.2 0 31
Subtotals for Structure: 942 0 411
Infil.:Win.: 7.3, Sum.: 3.2 153 3.229 494 0.183 65 28
Ductwork: 268 38
Room Totals: 1,704 65 477
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineerinq 2022 Hyatt Road
Mattituck NY 11952 Pa- a 54
Detailed Room Loads - Room 22 - Powder Room (Average Load Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 6.0 ft. System Number: 2
Room Width: 8.5 ft. Zone Number: 7
Area: 51.0 sq.ft. Supply Air: 22 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 2.8 AC/hr
Volume: 459 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 1 CFM
Runout Air: 22 CFM Percent of Supply.: 4 %
Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM
Runout Air Velocity: 248 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 248 ft./min. Actual Winter Infil.: 3 CFM
Actual Loss: 0.072 in.wg./100 ft. Actual Summer Infil.: 1 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
E-Wall-R-25 6 X 9 54 0.040 2.5 134. 0.4 0 22
UP-Ceil-R-42 6,.X 8.5 51 _ 0.024 1.5_ _ 75.__. . 1.5 0 --__.......76
Subtotals for Structure: 209 0 98
Infil.:Win.:2.6, Sum.: 1.1 54 3.222 174 0.185 23 10
Ductwork: 72 29
People:_200 lat/per, 230 sen/per: 200 230.
.._._ ._ _1 ......... __._.. . ..__....
Room Totals: 455 223 367
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Enqineerinq 2022 Hyatt Road
Mattituck NY 11952 0 Page 55
Detailed Room Loads - Room 23 - Bedroom (Average Load Procedure
General
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 14.5 ft. System Number: 2
Room Width: 9.5 ft. Zone Number: 7
Area: 137.8 sq.ft. Supply Air: 126 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 6.1 AC/hr
Volume: 1,240 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 4 CFM
Runout Air: 63 CFM Percent of Supply.: 3 %
Runout Duct Size: 4 in. Actual Summer Vent.: 5 CFM
Runout Air Velocity: 719 ft./min. Percent of Supply: 4 %
Runout Air Velocity: 719 ft./min. Actual Winter Infil.: 10 CFM
Actual Loss: 0.579 in.wg./100 ft. Actual Summer Infil.: 5 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
E-Wall-R-25 9.5 X 9 71.8 0.040 2.5 178 0.2 0 14
N-Wall-R-25 14.5 X 9 116.8 0.040 2.5 290 0.2 0 23
E-GIs-U .29 SHGC .3 shgc-0.3 13.7 0.290 18.0 247 30.6 .0 420
0%S
N-GIs-U .29 SHGC .3 shgc-0.3 13.7 0.290 18.0 247 8.1 0 111
100%S
UP-Ceil-HERS R-42 14.5 X 9.5 137.8 0.024 1.5 203 1.5 0 207
Subtotals for Structure: 1,165 0 775
Infil.:Win.: 10.2, Sum.:4.5 216 3.227 697 0.185 92 40
Ductwork: 348 169
People: 200[at/per, 230 sen/per: 2 400 460
E.gwpment: .._ -.0. - 683..
_......... ... .
Room Totals: 2,210 492 2,127
Equipment Cooling Loads
Cont. Cont.
Output Output Avg. Pct Sens. Lat.
Sens. Lat. In-Use Used Load Load
Item Name Btuh Btuh Output /Hour Btuh Btuh
Color television 683 0 100 100 683 0
Total 683 0
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
Mattituck NY 11952 Pa a 56
System 1 Room Load Summajy
Htg Min Run Run Clg Clg Min Act
Room Area Sens Htg Duct Duct Sens Lat Clg Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM
---Zone 1---
1 ...Gym 163. 1.,098 ... _. _.15 276 . ........._4.1.0. 2,087 _ 6010.1 1.95. _ 16.1_.
Zone 1 subtotal 163 1,098 15 2,087 600 95 161
---Zone 2---
2 Cellar Bathroom 50 281 4 1-4 205 232 200 11 18
3 Cellar Hall - -- 130- 158 ..._ ..._ 2. . _0..-0 ....._ ... _. ._0 - 0_ 0 .__. _. _0.._ 0
Zone 2 subtotal 180 439 6 232 200 11 18
---Zone 3---
- 4 Laundry Room. - 80 - -465 - - -6- 1-4. ._ ,......._6.30-.. _. 713- - 200 -- -32.-- 55-
Zone 3 subtotal 80 465 6 713 200 32 55
---Zone 4---
5 -Screen Room..... ._ 357 8,.007 __11.1_...._ 3-6 455 3,4..80 222_ .. 159 268
Zone 4 subtotal 357 8,007 111 3,480 222 159 268
---Zone 5---
6_Foyer - - - - 109 -- 3,321- - 46- -- 2-4_ _-- 749 -- 1,696- - -248 - - 77 _131
Zone 5 subtotal 109 3,321 46 1,696 248 77 131
---Zone 6---
7 Kitchen 233 4,434. 61. 6-6_. _. __517 _. _7,903_ . 1,466. 360.
Zone 6 subtotal 233 4,434 61 7,903 1,466 360 609
---Zone 7---
- 150_-_ . 6,404- __ 89 _.7-6 _ ......-. 501-_.. 8,933-_.__ _1,070__,_._____407__.._--689.
Zone 7 subtotal 150 6,404 89 8,933 1,070 407 689
---Zone 8---
9 Hall Stairway., - 255-. 1,490__..__._ 21..... - 1-4 -.. 795 900 _ 25 _ 41 69..
------- -_Zone 8-subtotal- _ _--- --255 1,490 _-- 21 _-__- ---_---_900_ __25 __-_-41--- _ ---69-
Ventilation 6,755 4,203 5,842
_- Humidifi_cation_ _ _-_ _--_ _1,594 ---
System I.,total - _ _ ..._1,525 34,007 _...._... 355.._ _..... 27,229_ _9,873._. 1,049 2,0..00 .
System 1 Main Trunk Size: 36x10 in.
Velocity: 800 ft./min
Loss per 100 ft.: 0.061 in.wg
Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains
at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended
to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which
the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load
Procedure+ Excursion"method.
Coolinci S stem Summacy
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 3.09 73%/27% 27,229 9,873 37,102
Actual: 3.50 75%/25% 31,500 10,500 42,000
Equipment Data
Heating System Cooling System
Type: Air Source Heat Pump Air Source Heat Pump
Model: MXZ-SM42NAMHZ-U 1 MXZ-SM42NAMHZ-U 1
Indoor Model: MXZ-SM42NAMHZ-U1
Brand: Mitsubishi
Description: Air Source Heat Pump
Efficiency: 17 SEER, 23.8 EER
Sound: 0 0
Capacity: 48,000 Btuh 42,000 Btuh
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineennq � 2022 Hyatt Road
Mattituck NY 11952 Page 57
System 1 Room Load Summa cont'd
Eauii3ment Data
Adjusted Capacity: n/a 42,000 Btuh
Sensible Capacity: n/a 31,500 Btuh
Adjusted Sensible Capacity: n/a 31,500 Btuh
Latent Capacity: n/a 10,500 Btuh
Adjusted Latent Capacity: n/a 10,500 Btuh
This system's equipment was selected in accordance with ACCA Manual S.
Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 55F, SIRH: 50%,WIDB: 55F, Sen. gain:
27,229 Btuh, Lat. gain: 9,873 Btuh, Sen. loss: 34,007 Btuh, Entering clg. coil DB: 56.9F, Entering clg. coil WB:48.2F,
Entering htg. coil DB: 51.9F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow: 1049 CFM, Req. htg. airflow: 355 CFM
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
Rhvac.-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
Mattituck NY 11952 Page 58
System 2 Room Load Summajy
Htg: Min Run Run Clg Clg Min Act
Room Area Sens Htg Duct Duct Sens Lat Clg: Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM
---Zone 1---
10 Living Room 408 8,104 115 276 _ 495 3,291 968 150 194
Zone 1 subtotal 408 8,104 115 3,291 968 150 194
---Zone 2---
11 Library 158 3,684 _52 _- . 2-6 440 2,928 471 133 173
Zone 2 subtotal 158 3,684 52 2,928 471 133 173
---Zone 3---
12 Bathroom 64 1,156 16 1-4 316 467 230 21 28
13 Bathroom Hall 49 933 13 1-4 105 155 26 7 9
14 Pool. Room 352 9,724 138 6-6 _. 475 .9,491 1,044 432 560.
Zone 3 subtotal 465 11,813 168 10,114 1,300 461 597
---Zone 4---
15 Sun Room 163 4,161 59 2-6 446 2,965 540 135 175
20 Hall 91 159 2 1-4 100 148 0 7 9
Zone 4 subtotal 254 4,320 61 3,113 540 142 184
---Zone 5---
16 Master Bedroom 264 2,288 33 2-6 493 3,281 461 150 194
17 Master Closet 28 354 5 1-4 50 74 19 3 4
18 Master Bathroom 1 33 58 __- 1 174__ 205 303 200 14 1.8
Zone 5 subtotal 324 2,700 38 3,658 680 167 216
---Zone 6---
19 Master Bathroom 2 75 1,513 22 1-4 701 1,036 267 47 61
21 Stair Way_ 163 1,704 24 1-4 323 477 65 22 28
Zone 6 subtotal 238 3,218 46 1,513 332 69 89
---Zone 7---
22 Powder Room 51 455 6 1-4 248 367 223 17 22
23 Bedroom_ 138 2,210 31 -_ 2-4__ 719 2,127 492 97 126
Zone 7 subtotal 189 2,664 38 2,495 71.5_ _ 114 147
Ventilation 4,678 604 1,407
Humidification 3,377
Duct Latent 176
Return Duct 2,738 _ 1,82.9 760
System 2 total 2,034 47,295 519 29,544 7,350 1,235 1,600
System 2 Main Trunk Size: 28x10 in.
Velocity: 823 ft./min
Loss per 100 ft.: 0.067 in.wg
Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains
at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended
to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which
the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load
Procedure+ Excursion"method.
Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh' Btuh Btuh
Net Required: 3.07 80%/20% 29,544 7,350 36,894
Actual: 4.00 75%/25% 36,000 12,000 48,000
Equipment Data
Heating System Cooling System
Type: Air Source Heat Pump Air Source Heat Pump
Model: MXZ-SM48NAM MXZ-SM48NAM
Indoor Model: MXZ-SM48NAM
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
i
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Condon Engineering 2022 Hyatt Road
Mattituck NY 11952 0 Page 59
System 2 Room Load Summa cont'd
Equipment Data
Brand: Mitsubishi
Description: Air Source Heat Pump
Efficiency: 16.8 SEER, 24.8 EER
Sound: 0 0
Capacity: 54,000 Btuh 48,000 Btuh
Adjusted Capacity: n/a 48,000 Btuh
Sensible Capacity: n/a 36,000 Btuh
Adjusted Sensible Capacity: n/a 36,000 Btuh
Latent Capacity: n/a 12,000 Btuh
Adjusted Latent Capacity: n/a 12,000 Btuh
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: 72F, Sen. gain:
29,544 Btuh, Lat. gain: 7,350 Btuh, Sen. loss: 47,295 Btuh, Entering clg. coil DB: 76.4F, Entering clg. coil WB: 63.3F,
Entering htg. coil DB: 67.8F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow: 1235 CFM, Req. htg. airflow: 519 CFM
J
C:\...\2022 Hyatt Road Alt 1.rh9 Monday, March 27, 2023, 10:37 AM
1_.
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1977 Main Road, Laurel NY 11948
CERTIFICATE OF INSULATION
AMERICAN CHEMISTRY DATE OF INSTAL.LATION:05/13/2024
COUNCIL
HIGH PRESSURE SPF ID# DATE OF FIRE BLOCK INSTALLATION:05/12/2024
000012223 DATE OF DC315 THERMAL BARRIER INSTALLAMON:06/08/2024
SUFFOLK LIC#H-59538
SHELTER ISLAND LIC#1444R jim" �yJ�Toa' fid1 1ce.ri L -1yi l ui
PROJECT INFO EXTERIOR WALLS 2LB Closed Cell 3 Nominal Inches -R-2-1
Spray Foam @ R-7 Per Inch
BUILDING PERMIT#48338
- ------------------------------ ............................
-
North Fork Woodworks Inc ROOF VAULTED 2LB Closed Cell 5 Nominal Inches R-35
PantsView2 LLC Spray Foam @ R-7 Per Inch
--------------- -------- ------ ------------------ .............................._.._.._.. -- ------
2000 Hyatt Road ROOF(ATTIC) 0.51-B Open Cell 10 Nominal Inches R-38
Spray Foam ®R-3.8 Per Inch
Southold NY 11971 BASEMENT/ 5" Rock Wool 5" R-23
CRAWLSPACE SAFB
CEILING
BOX BEAM/RIM 2LB Closed Cell 3 Nominal Inches R-21
JOISTS Spray Foam @ R-7 Per Inch
_......_.- __..............._.. -------------------- . ........... -------- ---
FOUNDATION/ 2LB Closed Cell 2 Nominal Inches R-14
CRAWLSPACE Spray Foam @ R-7 Per Inch
WALLS
_........._................... --- . --- -- ---- -- ----- ----- -- ----------. .
CANTILEVER 2LB Closed Cell 4.5 Nominal R-30
i
Spray Foam Inches®R-7 Per
D ARC Inch
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Authorized Signature
I Frank Fenoy Jr certify that project referenced above
was insulated as estimate signed y home owner
builder, and that the install was preformed in
conformance to the applicable codes.
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1977 Main Road, Laurel NY 11948
CERTIFICATE OF INSULATION
AMERICAN CHEMISTRY DATE OF INSTALLAMON:05/13/2024
COUNCIL
HIGH PRESSURE SPF ID# DATE OF FIRE BLOCK INSTALLATION:05/12/2024
000012223 DATE OF DC315 THERMAL BARRIER INSTALLATION:06/08/2024
SUFFOLK LIC#H-59538
SHELTER ISLAND LIC# 1444R
PROJECT INFO EXTERIOR WALLS 2LB Closed Cell 3 Nominal Inches R-21
Spray Foam @ R-7 Per Inch
BUILDING PERMIT#48338
---------- --------------- ------------------------------------ --------- ......
North Fork Woodworks Inc ROOF VAULTED 2LB Closed Cell 5 Nominal Inches R-35
PantsView2 LLC Spray Foam @ R-7 Per Inch
------------------------------------------------------------------------------------------- -------------- ----------
2000 Hyatt Road ROOF(ATTIC) 0.51-B Open Cell 10 Nominal Inches R-38
Spray Foam @ R-3.8 Per Inch
............................................... ................ .................................. .....................
Southold NY 11971 BASEMENT/ 5" Rock Wool 5" R-23
CRAWLSPACE SAFB
CELING
----------------------- -------------------------------------------------------------------------------------------------
BOX BEAM/RIM 2LB Closed Cell 3 Nominal Inches R-21
JOISTS Spray Foam @ R-7 Per Inch
-
------------------------------------------------------------------------------------------------------------------------
FOUNDATION/ 2LB Closed Cell 2 Nominal Inches R-14
CRAWLSPACE Spray Foam @ R-7 Per Inch
WALLS
-------------------------------------------------------------------------------------------------------------------------
CANTILEVER 2LB Closed Cell 4.5 Nominal R-30
Spray Foam Inches @ R-7 Per
Inch
Authorized Signature
I Frank Fenoy Jr certify that project referenced above
was insulated as es ima e§igned by nome owner
builder, and that the install was preformed in
conformance to the applicable codes.
COUNTY OF SUFFOLK
D � � �/ �
BUILDING DEP7
TOWN OF SOUTHOLD
STEVEN BELLONE
SUFFOLK COUNTY EXECUTIVE
DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH
COMMISSIONER
May 3,2022
Mr. Robert Hermann
En-Consultants
1319 North Sea Road
Southampton,NY 11968
Subject: R-22-2724 —Property of Anthony Bosignore— 2022 Hyatt Road, Southold —t/o Southold
SCTM#: 1000-050.00-01.00-021.000
Dear Mr.Herman,
Enclosed is a copy of the findings, recommendations and determination of the Board of Review
concerning the subject application.
Based on the information submitted,the Board granted the request for variance/waiver with the provisions
indicated in the determination.
The granting of this waiver does not imply that your application will be automatically approved. It is your
.responsibility to ensure that your application is complete; otherwise, your approval will be. subject to
unnecessary delay.
4ure
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Cc: Board of Review File— Yaphank Mr. Anthony Bonsignore
Ms: Edward Lyons—Reviewer Mr. Joseph Fischetti,P.E.
Andrew Freleng-Planning Department Mr. Phillip Lim
\/Town of Southold Planning Department Pants View#2, LLC
.Division Of Environmental Quality♦Board Of Review o 360 Yaphank Avenue,Suite 2B♦Yaphank NY 11980+
Phone(631)852-5801 Fax(631)852-5825
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Prevent.Promote.Protect.
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SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
D1VI5ION OF ENVIRONMENTAL QUALIFY
BOARD OF REVIEW
ARTICLE 2,SECTION 220,SUFFOLK COUNTY SANITARY CODE
To: Gregson H. Pigott,MD,MPH, Commissioner
From: John Sohngen,P.E.,Chair,Board of Review
Subject_• Findings and Recommendations of the Review Board Regarding: R 21-2724—Property
of Anthony Bonsignore — 2022 Hyatt Rd., Southold — Vo Southold — SCTM: 1000-
050.00-01.00-021.000
Hearing Date: April 14,2022
Board Members:Kenneth Clunie,Joshua Mednick,P.E.
Reviewer:Edward Lyons
Statement of Problem
Residential construction standards require that the distance between sanitary leaching structures and
private wells be at least 150 feet. The applicant is proposing to install a sewage disposal system to
serve a single-family dwelling that does not conform to standards in that the nearest leaching
structure is less than 150 feet from existing onsite and neighboring wells.
The Private Water System standards require that the distance between private welts and sanitary
leaching structures be at least 150 feet. The applicant is proposing to utilize a well to serve a single-
family dwelling that does not conform to standards in that the well is less than 150 feet from
proposed onsite sanitary leaching'structures.
The Department's construction standards require that subsoil conditions and .groundwater
conditions be conducive to the proper functioning of subsurface sewage disposal systems. The site
has poor soil and/or groundwater conditions.
Findings and Facts
L. The applicant is proposing renovations and alterations to an existing single family residence
for a maximum of 6 bedrooms on a parcel having an aiea of 31,879 square feet.
2. The parcel is located in Groundwater Management Zone 4, and is depicted as one lot on the
1981 tax maps.
I The existing drinking water well is to be replaced.
4. The dwelling is to be served by a new sanitary system consisting of an innovative and
alternative onsite wastewater treatment system (1/A OWTS) consisting of a HydroAction
AN600 treatment system and one 8-foot diameter'by 16-foot deep leaching pool. UA
OWTS have increased nitrogen removal capabilities compared to a conventional sanitary
system(septic tank plus leaching).
Gregson H.Pigott,MD,MPH,Commissioner
Hearing Date:April.14,2022
Subject: Findings and Recommendations of the Review Board Regarding:R-21-2724---Property
of Anthony Bonsignore — 2022 Hyatt Rd., Southold — t/o Southold — SCTM: 1000-
050.00-01.00-021.000
5. The property is served by 2 precast cesspools, in the general location of the proposed new
sanitary system;the existing pools are to be removed as a part of this proposal.
6. Soil conditions are poor,with 2 feet of mixed sand loam and fines, 56 feet of brown clayey
sand with gravel in layers,and 6 feet of brown coarse to fine sand.
7. The installation of the leaching pool will require the use of cutting rings.
8. Groundwater was encountered at 31 feet below grade as per the submitted test hole.
9. As per the groundwater contributing areas and source water assessment maps prepared by
Camp Dresser McKee (CDM) in 2009, as part of the Comprehensive 'Water Resources
Management Plan (CWRW) for Suffolk County, groundwater flow direction is
northwesterly towards Long Island Sound.
10.Public water is not presently available in this area. Many of the properties in the area are
supplied by shallow wells because a standard depth well with 40 feet of water above the
well screen cannot be installed due to high chlorides. In such cases, wells can be made
shallower, but the separation distance required between leaching pools and wells increases
from 100 feet to 150 feet. Because of.the presence of existing structures surrounding the
subject parcel, a well cannot be located on the parcel in accordance with all current
Department separation distance requirements.
11.The well driller's certificate for the new well shows a total well depth of 85 feet with a static
water level of 44 feet, and 36 feet of water above the well screen. A water-sample taken
October 22,2021 showed water quality in the well to be in conformance with drinking water
standards.
12.The proposed sanitary leaching system does not meet the minimum required separation
distances of 150 feet from shallow drinking water wells,as follows:
a. Approximately 53.09 feet from the leaching pool and 47.48 feet from the expansion
leaching pool to the onsite well. The leaching pools are located downstream from
the well with respect to the groundwater flow direction.
b. Approximately 109.78 feet from the leaching pool to the well on the lot to the south
(property of Lim, SCTM: 1000-050.00-01.00-001.000). The leaching pool is located
downstream and laterally from the well with respect to the direction of groundwater
flow.
c. Approximately 77.46 feet from the leaching pool to the well on the lot to the east
(property of Pants 'View #2, LLC, SCTM: 1000-050.00-01.00-002.000). The
leaching pool is located downstream from the well with respect to the direction of
groundwater flow.
Gregson H. Pigott,MD,MPH,Commissioner
Hearing Date:Apo 14,2022
Subject: Findings and Recommendations of the Review Board Regarding:R-21-2724—Property
of Anthony Bonsignore 2022 Hyatt Rd., Southold — t/o Southold — SCTM: 1000-
050.00-01.00-021.000
13.The on-site drinking water well does not meet the minimum required separation distance of
150 feet from sanitary leaching structures, as follows:
a. Approximately 53 feet from the proposed new leaching pool and 47 feet from the
proposed expansion leaching pool. The well is located upstream from the new
sanitary leaching system with respect to the groundwater flow direction.
b.' Approximately 117.5 feet from the sanitary system on the lot to the south(property
of Lim, -SCTM: 1000-050.00-01.00-0.01.000). The well is located upstream and
laterally from the leaching system with respect to groundwater flow direction.
c. Approximately 139 feet from-the sanitary system on the lot to the east (property of
Pants View #2, LLC, SCTM: 1000-050.00-01.00-002.000). The well is located
downstream and laterally from the leaching system with respect to groundwater flow
direction
14. The applicant has received a Town of Southold Trustee's Permit(Permit No. 10082,issued
February 16,2022)and a NYSDEC letter of non jurisdiction(dated December 17,2021).
Determination
It was a 3 to 0 determination of the Board to grant the request for the variances,with the following
condition:
s The applicant shall retain a licensed professional engineer to supervise, and certify the site
excavation,backfilling,and installation of the sanitary system.
Poor soil shall be removed as necessary and replaced with acceptable soil material to obtain
a hydraulic connection to .good soils. If necessary, a well point system shall be used to
effectively remove unsuitable soils. It is the responsibility of the applicant to.obtain all
necessary dewatering permits,if applicable.
o Notification shall be made to the Department so that a representative can witness the soil
removal and replacement operation.
Although the separation distances between the proposed new sanitary system and wells. on the
subject property and neighboring properties are less than those required by standards, the sanitary
leaching structures have been located in the best possible locations for protection of drinking water
wells. The dwelling will now be served.by a sewage disposal system consisting of an UA OWTS;
which will provide increased treatment and more leaching area compared to the existing cesspool to
be abandoned, and will improve protection of groundwater resources. The site has soil and
groundwater conditions that will*permit the operation of the new sewage disposal system with the
use of cutting rings,and the proposal should not result in any degradation of groundwater quality.
r
Gregson H.Pigott,MD,MPH, Commissioner
Hearing Date:April 14,2022
Subject: Findings and Recommendations of the Review Board Regarding:R-21-2724—Property
of Anthony Bonsignore — 2022 Hyatt Rd., Southold — t/o Southold — SCTM: 1000- .
050.00-01.00-021.000
The granting of the requested variances is not a'formal approval to modify the dwelling or to
construct or utilize a new water supply or sewage disposal system on the subject parcel. Rather, it
is a determination on the specific variances requested,based upon factors noted in§760-612 of the
Suffolk County Sanitary.Code(Sanitary Code). In compliance with§760-612A(1)(a),the proposed
variances are in general conformity with the Sanitary Code. The variances should not impair
groundwater, surface water and drinking water supplies, and, as such, are consistent with criteria
specified in§760-612A(1)(b). The granting of the requested variances will not adversely affect the
design of an adequate on-site water supply and/or sewage disposal system,taking into account soil
conditions; depth to groundwater, and site-specific physical conditions, and as such, is consistent
with criteria specified in§760-612A(1)(e).
As per §760-612 of the Sanitary Code,the approval of the variances is in harmony with the general
purpose and intent of the Sanitary Code.to protect groundwater and drinking water supplies,surface
water and other natural resources,and-public health,safety and welfare.
r_4
May 3,2022 4hairBoard
E. VAL
b -IV
Review
`Note:All references to Article 6 of the Suffolk County Sanitary Code refer to the version effective December 1,2020.
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TOWN OF SOUTHOLD BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O. Box 11,79 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownnytiov
- I
Date Received
APPLICATION FOR BUILDING PE
For Office Use Only 3
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PERMIT NO. o JJ Building Inspector: r' I
MAY 1 7 2021
Applications and forms must be filled out in their entirety.Incomplete.,
applications will not be accepted. Where the Applicant.is,not the owner,an.
Owner's Authorization`form(Page 2)shall be completed. +.::: `• ''g.� %<' . ,
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Date:May 12, 2021
OWNER(S)OF PROPERTY:
Name:Pants View LLC SCTM#10007 50-1-21
Pnysical Address_ Hyatt Road,,Southold
Phone#: oZD�� Email:
Mailing address:c/o Anthony Bonsignore,Sole Manager, 200 Park Ave S,_8th FI, NY, NY 10003
CONTACT PERSON:.'
Name:Robert E. Herrmann
-Mailing Address:En-Consultants, 1319 North Sea Road, Southamptons NY 11968
Phone#:631-283-6360' Email:rerrmann @ enconsultants.com
DESIGN PROFESSIONAL INFORMATION:
Name:Elizabeth Roberts Architects
Mailing Address 168 7th Street,3C, Brooklyn, NY-_.1121a5
Phone#:718-504-5488, Ext 105 - ._... Emai1:ychris0elizabeth robe rts.com
CONTRACTOR INFORMATION:
Name: TBD
Mailing Address:
Phone#: Email:
.DESCRIPTION OF PROPOSED CONSTRUCTION'
❑New Structure ®Addition ®Alteration ❑Repair @Demolition% Estimated Cost of Project:
❑Other.. $TBD
Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? @Yes ONO
' 1
i1
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PROPERTY fINFpRM41TIQN
Existing use of property:Residential, one-family dwelling Intended use of property:No change
I
Zone or use district in which premises is situated: Are there any.covenants and restrictions with respect to
R-40 this property? ❑Yes BNo IF YES, PROVIDE ACOPY.
`r n � y � r t ,fi r �4: i 1T ri w 4 � L /S �; r
IglCheCkBOxAftBCReading fieavuner/contractor/desrgn.professtorrettsresponslbleiaralldralnageand*stormwa;erissuesasprovldedby
U�apter�,236 of the Town Cade APPLICATION 15 HEREBFMADE to the,Building Depettmetit forthe issuence'of a BulldtngPerm,it pursue
the&iildmg Zone-1
Ordinance of the Town of Southold,SufFolty Couray New yor><and other appUr�ble laws,;Ordmanees or Reguiations,for the construction iof bwld�ngs,
=eddrgons,aRaratioris or for removal ordemol(tion es herin desc�l�bed The epphcaM agiees do WWI all appllcabla laws,ordlnences;buUdmg code,
tiousmg code end regulatrons anal to admdeuthor¢ed inspectors qn-premises and m bullding(s)far necessary inspections false'statemerits made.hereln are'-.
punishable as a C1ess A misdemeano�'pursuart to Section 21DAS of theNew York State peon[Law
a
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En-Consultants
Application Submitted By(prin ame):Robert Herrmann @Authorized Agent ❑Owner
Signature of Applicant: Date:May 12, 2021
STATE OF NEW YORK)
i SS:
COUNTY OF Suffolk
Robert E. Herrmann
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
Agent
(S)he is the 9
(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.
j Sworn before me this
12th day of May 20 21
Notary Publi
KIM H . STEPHENS
NOTARY PU,OLIC,
PROPERTY OWNER AUTHORIZATION STATE OF N.E W YORK
Where the a licarit is not the owner C M I S S I N N 0 . 5 0 1 5 9 3 1
Pp � QUALI O FI M ED IN O SUFFOLK CqJJ Y
EXPIRES AUGUST 7. , 20
Anthony Bonsignore residing at 200 Park Avenue S, FI 8,'
New York, NY do hereby authorize En-Consultants to apply on
my behalf to-the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Anthony Bonsignore
Print Owner's Name
2
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EN-CONSULTANTS
TO WHOM IT MAY CONCERN:
This letter will authorize En-Consultants to access my property for the purpose of
evaluating and/or delineating wetlands and other environmental features and/or making
official inquiries on my behalf and/or representing me and acting as my agent for the
purpose of securing regulatory approvals and related matters.
ignature
Anthony Bonsignore,as agent for
Pants View LLC&Pants View 2 LLC
Paint Name
Dated
1319 North Sea Road Southampton,New York 11968 I,p 631,283.6360 1 f 631.283.6136 www.enconsultarits.com
environmental consulting
JULIE KESSL.ER LLP
One Grand Central Place FRANKLIN H.JULIE
60 East 42ntl Street,461l'Floor
New York,NY 10165 ALLISON E.DOLZANI
Tel: 212 687 1466 BARRY KESSLER
Fax:212 573 9852 Counsel
Writer's Email
www.jandkiaw.com, FJULIE@JANDKLAW.COM
March 16, 2021
r' Re: 2022 Hyatt Road, Southold, NY
To whom it may concern,
I am an attorney admitted to practice law in the state of New York.
I am counsel for Pants View LLC, a New York Limited Liability Company.
I am of the opinion based upon my review of the Articles of Organization and Operating
Agreement of Pants View LLC, and all other relevant documents .and records, that Anthony
Bonsignore is the Sole Manager of Pants View LLC (hereafter"the LLC"), and as such, Anthony
Bonsignore has full authorization to make any and all decisions concerning the LLC, to-sign any
documents concerning the LLC or any assets owned by the LLC, and to execute contracts,
covenants and/or other documents on behalf of the LLC. I give this opinion knowing that the Town
of Southold and other regulatory agencies will rely on same.
Very truly yours
Franklin H. Julie
FHJ/h1
Encls.
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R 902 MONA
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD, NEW YORK
PERMIT NO. 10082 DATE: FEBRUARY 16,2022
ISSUED TO: PANTS VIEW,LLC c/o ANTHONY BONSIGNORE. MANAGER
PROPERTY ADDRESS: 2022 HYATT ROAD, SOUTHOLD
SCTM#: 1000-50-1-21
'A
IT
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 16.2022, and
in consideration of application fee in the sum of$250.00 paid by Pants View. LLC and subject to the Terrns
and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the
I'll following:
Wetland Permit to renovate,alter,and partially reconstruct(project meets Town Code definition of
demolition)existing I and 2-story,single family dwelling(with 1,853 sq.ft. habitable footprint),as
follows: remove existing 492 sq.ft. partially covered waterside deck(with pergola)and construct 762
-around deck,at least 11 feet farther landward; reconstruct in-place approx.226
sq.ft. roofed-over,wrap
sq.ft. portion of 2nd floor roof and 66 sq.ft. balcony over proposed roofed-over deck; reconstruct in-place
459 sq.ft. I-story portion of dwelling; remove all existing accessory structures located seaward of top of
bluff and/or within Coastal Erosion Hazard Area,including 7' x 71 spa, 137 sq.ft. deck, and 280 sq.ft. FP
brick patio areas,and replace the spa and deck with a 186 sq.ft. sand patio(+/-15 cy); remove from
landward side of dwelling existing 56 sq.ft. 1st floor front entry and 145 sq.ft.covered porch; construct
on landward side of dwelling a 274 sq.ft. grade-level masonry patio; construct on landward side of
t3
dwelling a 1,005 sq.ft.grade-level masonry pool patio in place of existing 1,454 sq.ft. patio; install new 0
pervious gravel driveway in place of existing driveway; replace existing fencing with new 4' high pool- rl h1li
enclosure fencing; replace existing conventional septic system with new I/A sanitary system; and install
stormwater drainage system; establish and perpetually maintain a non-turf buffer seaward of the house;
T , and as depicted on the site plan prepared by Elizabeth Roberts Registered Architect, received on
February 14,2022,and stamped approved on February 16,2022.
IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these
d as of the 16th day of February,2022.
presents to be subscribed by a majority of the said Boar
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Glenn Goldsmith,President �o�soUTy Town Hall Annex
A.Nicholas Krupski,Vice President ,`O� ��� 54375 Route P.O.Box 1179
Eric Sepenoski8 Southold,New York 11971
Liz Gillooly @ Telephone(631) 765-1892
Elizabeth Peeples � � �O Fax(631) 765-6641
`�
BOARD OF TOWN TRUSTEES v CA
1 ` b TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
Date: September 25,2025
THIS CERTEFIES that the renovation alteration and Mial reconstruction(project meets Town Code
definition of demolition)of existing 1 and 2-story single family dwelling(with 1,853 sq.ft.habitable footprint
.as
follows:removal of existing 4ng 92 sq ft martially covered waterside deck(with pergola)and construction of a 762
sq ft roofed over wrap around deck at least 11 feet farther landward,•reconstruction in-place of approx.226 sa.ft.
portion of 2nd floor roof and 66 sq_ft balcony over roofed-over deck-,reconstruction in-place of a 459 sa.ft. 1-story
portion of dwelling,•removal of all existing accessory structures located seaward of ton of bluff and/or within
Coastal Erosion Hazard Area including Tx T spa 137 sa ft deck and 280 sq ft brick patio areas.and replacement
of the spa and deck with a 186 sq ft sand patio(+/-f5 cy)'removal from landward side of dwelling existing 56 sa.ft.
1st floor front entry and'145 sq ft covered porch,• construction on landward side of dwelling a274 sa.ft.grade-level
masonrypatio construction on landward side of dwelling a 1,005 sq ft grade-level masonry•pool patio in place of
existing 1,454 s4 ft patio,• installation of pervious gravel drivewayplace of existing driveway:replacement of
existing fencing with 4'high pool enclosure fencing;replacement of existing conventional septic system with I/A
sanitary system,•and installation stormwater drainage system.
At 2022 Hyatt Road,Southold
Suffolk County Tax Map#1000-50-1-21
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated December 23,2021 pursuant to which Trustees.Wetland Permit#10082
Dated February 12,2622,was issued and conforms to all of the
requirements and conditions of the applicable,provisions of law. The project
for which this certificate is being issued is for the renovation alteration and partial reconstruction
(project meets Town Code definition of demolition)of existing 1 and 2-sto1y single family dwelling(with 1,853
sq ft habitable footprint) as follows:removal of existing 492 sq-ft partially covered waterside deck(with pergola)
and construction of a 762 sq ft roofed-over,wrap-around deck at least 11 feet farther landward:reconstruction in-
place of approx.226 sq ft portion of 2nd floor roof and 66 s4 ft balcony over roofed-over deck,reconstruction in-
place of a 459 sq_ft 1-story portion of dwelling, of all existing accessory structures located seaward o_f to
of bluff and/or within Coastal Erosion Hazard Area including Tx 7'spa 137 sq ft deck and'280 sa.ft.brick patio
areas and replacement of the spa and deck with a 186 sq ft sand patio(+/-15 cy)•removal from landward side of
dwellin eng xisting 56 sq_ft 1 st floor front entry and 145 sq fr covered porch,•construction on_landward side. le
dwelling a 274 sci ft grade level masonry_patio,• construction on landward side of dwelling a 1,005 sa.ft.grade-level
masoLuy pool patio in place of existing 1.454 sq ft patio,•installation of pervious gravel driveway in place-of
existing driveway•replacement of existing fencing with 4'high pool-enclosure fencing;replacement of existing
conventional septic system with I/A sanitm system,•and installation stormwater drainage system. .
The certificate is issued to PANTS VIEW,LLC owners of the aforesaid property.
Authorized Signature
d
Glenn Goldsmith,President � 0f S0UT Town Hall Annex
A.Nicholas Krupski,Vice President ® 54375 Route 25
P.O.Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples 'R` S �® Fax(631) 765-6641
c®UIVT`1,�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Dll l�1
DATE OF INSPECTION: OCT - 7 2025
INSPECTED BY: L. 6,1011 Building [?er�c..'`v"?�•'''
Ch. 275 Ch. 111 :
INSPECTION SCHEDULE
Pre-construction, haybale line/silt boom/silt curtain
1st day of construction
1/2 constructed
Project complete, compliance inspection
,--5MMEN S:
I c
CERTIFICATE OF COMPLIANCE: U _ A-b Iwc-SLR.
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
DIVIG1011 at(DIVIt nmontal permits,Reglon 1
SUNY R Stony Brook,50 Circle Road,Stony Brook.NY 11790
P:(631)444-03651 F:(631)444-0360
NhYW rlrr_ IlY'r7Cl4
LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT
i
I
December 17, 2021
Anthony Bonsignore
Pants View LLC
200 Park Ave. South, 8th FI.
New York, NY 10003 i
Re: Application #1-4738-3268/00002
Pants View LLC Property: 2022 Hyatt Road
SCTM# 1000-50-1-21
Dear Anthony Bonsignore:
Based on the information you submitted, the Department of Environmental Conservation
has determined that the portion of the property located landward of the contour labeled
"crest of bluff", which exceeds ten feet above mean sea level in elevation, as shown on the
survey prepared by Kenneth Woychuck Land Surveying, PLLC, last revised 6/3012021, is
beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with
the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required
to conduct regulated activities landward of that contour.
Be advised, no construction, sedimentation, or disturbance of any kind may take place
seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit.
It is your responsibility to ensure that all precautions are taken to prevent any sedimentation
or disturbance within Article 25 jurisdiction which may result from your project. Such
precautions may include maintaining adequate work area between the jurisdictional
boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence,
barrier, or hay bale berm.
This letter shall remain valid unless site conditions change.
Please note that this letter does not relieve you of the responsibility of obtaining any
necessary permits or approvals from other agencies or local municipalities. Application fees
are not required for jurisdictional letters. Therefore, the $200 check submitted with your
application has been voided and destroyed.
Sincerely,
Kevin Kispert v
Permit Administrator
cc: En-Consultants
BMHP
File
NLwymI(J- 'Ili
partmuntof`-, stnicar �ItY(r(lntrtElttill
(n•alMHrHrri
Consorvetlon
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: August 3,2021
TO: Robert E. Herrmann(Pants View LLC)
1319 North Sea Road
Southampton,NY 11968
Please take notice that your application dated May 17,2021:
For permit to: demolish(as per Town Code definition)and reconstruct a single-family dwelling
at:
Location of property: 2022 Hyatt Road, Southold,NY
County Tax Map No. 1000—Section 50 Block 1 Lot 21
Is returned herewith and disapproved on the following grounds:
The proposed construction,on this nonconforming 33,119 sq. ft. parcel in the Residential R-40 is
not permitted pursuant to Article XXIII Section 280-124,which states lots measuring 20 000-
39,999 square feet in total size require a minimum side yard setback of 15 feet and maximum lot
coverage of 20%.
The dwelling will have a side yard setback of 10.1 feet and lot coverage of 21.1%.
In addition,the single-family dwelling is not permitted pursuant to Article XXII Section 280-
116A(l),which states; "All buildings or structures located on lots upon which there exists a bluff
landward of the shore or beach shall be set back not fewer than 100 feet from the top of such
bluff."
The plan shows the dwelling located 10.9 feet from top of bluff.
Autho ' re
Note to Applicant: Any change or deviation to the above referenced application may require further
review by the Southold Town Building Department.
CC: file,Z.B.A.
BOARD MEMBERS Southold Town Hall
Leslie, Kanes Weisman,Chairperson ���FS�TyO 53095 Main Road-' P.O. Box 1179
Southold,NY 11971-0959 _
Patricia Acampora Office Location:
Eric Dantes CA Town Annex/First Floor,
Robert Lehnert,Jr. • y0� 54375 Main Road(at Youngs Avenue)
Nicholas Planamento l'YC Southold,NY 11971
OUK(Y�
http://southol-dtowmy.gov. RECEIVED
ZONING BOARD OF APPEALS
f:k�(s*2 :q 7 vt-t
U �; TOWN OF SOUTHOLD FE 20.
-� Tel. 031 765-1809•Fax 631 765-9064 3
APR 1�9 2022 ( ) ( )
outho d Town Clerk
C.
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF JANUARY 20, 2022
ZBA FILE: 7587 AMENDED ADDITIONAL INFORMATION February 1'7, 2022
.NAME OF APPLICANT: Pants View LLC
PROPERTY LOCATION: 2022 Hyatt Road, Southold SCTM No. 1000-50-1-21.
SEQRA DETERMINATION: The Zoning.Board of Appeals has visited property under consideration in this
application and determines that this review falls under the Type 11 category of the State's List of Actions,without .
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This.application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, andtle Suffolk County Department of Planning issued its
reply dated October 4; 2021,.stating that this application is considered a matter•fbrjocal determination as there
appears to`be no significant county-wide or inter-community impact:
LWRP..DETERMINATION: This application was referred foi review..under Chapter 26;8;. Waterfront
Consistency review of the Town of.Southold. Town Code and.the.Local Waterfront Reitalization Program
(L;WRP).Policy Standards. The L.WRP Coordinator.issued'a recommendation dated December l3; 2021 Based:
upon the information provided on the LWRP Consistency Assessment Form submitEed 6 this department;as;well:
..as.the..records available, it is r..ecomrnended.that the.proposed action is INCONSISTbNT with L�VRF policy
standards and therefore is INCONSISTENT with theFLWRP :By impler�aent�n mitigation measures by removing
struciiues ft, tl c Coastal.Erosiort:I�a ard�Ateg a-d_ nstallu g stormwafer_corltro1"and an Advanced,Innovahve
UA OW`TS Se do S stem,the' ro osed action can now Yae'coxtsidered CONS s!,r,NT.with i e�,WRP
1.
SUFFOLK COUNTY SO1L AND WATER CONSERVATION biSTRICT The application Was f¢rivarded to
the bistrict for commentary Their reply, dated October 25,2021 indicated that a>site inspection was performed
and that the;technician observed:.that:.tne properly is we�i vegetated an i suggested that vyhon strictures ate
removed;-the bear.ground should be vegetated to order to stabilize the soils and prevent risk of erosion The
agency made.the.following recommendations:_irrigation'stioul'd be closet. monitored,hea machine should..'.
,Y vy rY
not be stored near critical,areas of bluffs or near'any unstable'_soils, and bare pieces of ground: should:tie...
revegetated'as soon as possible.
PROPERTY FACTS/DESCRIPTION: The subject property is a 33,119.sq. ft.:lot in an R<40 Zoning District
where`there is 14, .835 sq.. ft. landward of the Coastal Erosion Hazard Bound and and therefore usable.fcir lot
coverage calculations.. The property is located at the end of a right of way on the west side of Hyatt Road.in
Page 2,January 20,2022
#7587, Pants View,LLC
E
SC'TM No. 1000-50-1-21
Southold.. The property has a eastern boundary of 99.62 feet which is attached to.the Right of.Way, then runs
316:57.feet,northwest towards LongIsland,Sound. The property has Long Island. Sound frontage of 99.86 feet,
before returning 323'45 feet back to the front yard along the'Right of Way. The parcel is improved with'a two
story frame house with wbbd decks and a spa that currently extends beyond'the Coastal Erosion Hazard Boundary:
There Is.also an in.-ground swimming pool,and an-accessory. garage.Jdadward of the..house'. All.as. shown.on
survey prepared.by Kenneth M. Woychuck;L.S., last revised June 30, 3021.'
BASIS OF APPLICATION: Request for.Variances from Article XXII, Section 280-116A(l); Article.XXIII,.
Section 124; and..the Building Inspector's August 3, 2021 Notice of Disapproval:based on..an application, to
demolish and reconstruct,a single family dwelling;at 1) located less than the code.requred 100 feet from the top
of the bluff; 2) located less than the code required side yard setback of 15 feet; 3) more than the code.permitted
maximum lot covemge.of 20%; located at: 2022 Hyatt Road,'Southold,.NY: SCTM No. 1000=50-:1-21: ..
RELIEF.REQUESTED: The applicant requests variances for a.side yard setback of 10J feet.where a minimum
of 15-feet is'required, lot coverage to 21.1 �o where a maximum of-20% ispermitted and a bluff setback of 10.9 .
feet,where a minimum of 100 feet is required.
,ADDITIONAL INFORMATION: As per testimony of the applicant's agent at the public.hearin .the project is
a demolition in name'only, most of the work on the existing house is taking.place on.the second.floor.�Also,,all
the existing structures in the CEHA are to be.removed and no new non-;conformities are being introduced in this
project. The existing structure was built prior to 1957,prior to Zoning,with a Pre=C/O issued for a single-family.
dwelling and accessory garage in 1999:. The applicant.has proposed a new Innovative Advanced.(UA) sanitary
system to be.installed on-the site.
AMENDED ADDITIONAL INFORMATION: As per testimony of the applicant's agent at the.public
hearing,the projeet is a demolitio ly, most of the wo�rk on the existing house is talditg plaee
Boor.on the seeond the project is not truly a demolition; of the existing house as only the one-story
portion of the house which is on the landward side is being completely demolished and will be
reconstructed oyer the existing foundation. Further, there is some reconstruction of the second-
floor roof,so the Building Department interpreted this as a town defined demolition. The
seaward sideof the house is not being demolished.
Also, al I the existing structures in the CEIIA are to be removed and no new non-conformities are.being
introduced in this.projeet. The existing structure was built prior to 1957, prior to Zoning,with a Pre-C/O
issued for a single-family dwelling and accessory garage. in 1999. The .applicant has proposed a new
Innovative Advanced(UA)sanitary system to'be installed on the site.
FINDINGS,OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board'of AppealsIeld a public hearing.on this application on January 6, 2022,at which time
written and oral evidence.were presented. Based upon all testimony,documentation,personal inspection of the
property and surrounding neighborhood,and other evidence,the.Zoning Board finds the following facts to be'".
true and relevant and makes the following findings:
1. Town.Law U67-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character
of the neighborhood or a detriment to nearby properties. Hyatt Road is an unpaved.yery,narrow road accessed
off of Soundview Avenue that eventually turns and runs parallel to. Long Island Sound. The dwellings on the
North side of Hyatt along the bluff, including the subject dwelling, were almost all built proper to zoning'and do.
Page 3,January 20,2022
#7587,Pants View, LLC
SCTM No. 1000-50-1-21
not conform to the code required setbacks and lot coverage. Homes on both sides of Hyatt are only visible to
property owners and their guests. The subject dwelling is not visible from Hyatt Road because there is another
adjacent lot landward of the subject dwelling that fronts on.Hyatt, while the subject dwelling is set very close to
LI Sound and is accessed via a private Right of Way driveway. The proposed improvements will have no visible
impact on any.adjacent properties or"the road. The project.mainly consists of additions to the second floor of the .
house., Also,the proposal calls for the removal of the accessory garage,accessory pergola, and the as built decks
& spa seaward of.the"existing house in the Coastal Erosion Hazard Area. By removing these non-conforming
structures, reducing the existing lot coverage and increasing the non-conforming setbacks, the proposed work
brings the property more in conformity with.the codes. ;
2. Town Law&267-b(3)(b)(2). The benefit sought by.the applicant cannot be achieved by some method,feasible "
for the applicant to pursue, other:than an area variance, 'Due to the location of the pre=existing.non-conforming ..
dwelling, which is totally within the required.minimum 100=foot bluff setback, any improvement to the building
would require variance relief. However,the variance relief sought in this application is less than is currently
existing on the site, and by maintaining the existing"side yard setback the:applicant it is not increasing the degree
of non-conformity.
3:. Town"Law &267-b(3)(b)(3). The variances granted herein are mathematically.substantial; the.bluff setback
variance represents 89%o relief from the code."However, the proposed setback"is substantially less than the zero
feet bluff setback currently in".place. The side yard.setback variance represents an 3.3% relief from the,code;
however;this setback is remaining the same as.the existing building, and most of the construction is taking place
-on-the second floor. The relief for"tlie"propos.ed lot coverage.of 21':2%isnot mathematically,substantial as it only
--represents a,5.5%"relief from the.coda .and"is.also a 19%reduction. in lot coverage from what is currently"on.the
.site.
4. Town Law.§267-b(3)(b)(4): No evidence has been.submitted;to suggest that a variance in this residential
community"will have.an adverse"impact on the-physical or environmental conditions in the neighborhood."The
applicant must comply with.Chapter 236 of the:Town's.Storm"Water Manageinen.t Code and conditions imposed-
by this board.
5. Town"Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after
the Zoning Code was in effect and it is presumed that the applicant"had actual or"constructive knowledge"of the
limitations on the use of the parcel"under the"Zoning Code in effect.prior to or at the time of"purchase: -"
6.Town.Law U67-b. Grant of the requested relief is the minimum action necessary and adequate(to enable"the
applicant to.. enjoy the benefit of a reconstructed single-family dwelling while .preserving and:protecting_the
character of the.neighborhood and.the Health,:safety:and..welface."of the coiiimunity.
RESOLUTION OF:THE BOARD In considering all of the above factors and applying the balancmg..test under
New York_'Town l aw 26.7 motion ws offered by:Metrrber Weisman.(Chairperson); seconded by Member"
Dantes;and duly carried;.to
GRANT the variances as applied for,and shown on the Plot Plan and Site Data and Architectural.Plans.prepared
by Elizabeth"Roberts Architects, dated.August 2,.2021:
SUBJECT TO THE FOLLOWING CONDITIONS:
I. Prior to receiving a building permit,the owner(s)of the subject property"cited herein must sign a
statement acknowledging: .
Page 4,January 20,2022
#7587,Pants View, LLC
SCTM No. 1000-50-1-21
a..That the applicant(s) have read this determination and understand the limits of the variance relief
granted herein.
b. That the applicant(s)will immediately contact the Building Department if a demolition, as.defined
by Section 280-4 of the Town Code,4 occurs during construction,or any construction undertaken in any
other_way.exceeds.the scope ofthe approvals-granted herein,.or the:issued building permit;
c. That the applicants are aware that the Zoning.Board.of Appeals retains jurisdiction until the issuance
of the Certificate of Occupancy and has the right, after a public hearing,.to modify, suspend or revoke
such approvals or any term or condition thereof or to impose thereon one or more new conditions, .
pursuant to Article XXV; Section 280-141 of the Town Code.
Y2. Applicant shall install a new Innovative Advanced (UA) Sanitary system as approved by the
Suffolk County Department of Health Services.
3. The area of bluff that is exposed due to the removal of the deck & spa.shall be revegetated
pursuant to the recommendations of Suffolk County. Soil.&Water Conservation District.
/4: The Applicant shall obtain a Wetland Permit from the Southold Town Board of Trustees.
This:approval shall not-be deemed effective until the requiredcondidons have.been meG A,t the.discretion.of
the Board of Appeals,failure to comply with the.gbove.conditions may render thts.decision null and .
Vold
.That the above conditions be written into,the Building Inspector's Certificate of Occupancy, when issued
The Board reserves the right to substitute a similar design that is.-de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Any deviation from the survey, site.plan and/or architectural drawings cited in this decision will result in delays.
and/or a possible denial by the Building Department of a building permit, and may require a new application
aid public hearing before the Zoning Board of Appeals.
Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning.code. This action does not authorize.or condone any current or future
use, setback or other feature of the subject property.that.may.violate:the Zoning Code, other than such uses;
setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject
to conditions, the approvalshall not be deemed.effective until such time that the foregoing conditions are met;.
and failure to comply therewith will render this approval .null and voiaC
pursuant to.Chapter 280146(B) of the.Code:af the..Town'of Southold any variance granted by
the Board'of Appeals shall become null and void*here a Certificate of Occupancy has not been
procured,.and/or a subdivision map has not been filed with the.Suffolk County Clerk,within
'three(3)years from the date such'variance.was granted. The Board of Appeals may, upon
NOTE: Section 280-4 of the Town Code defines "Demolition" as any removal of a structure or portion thereof,
where the total cost.0f the reconstruction of the structure or portion thereof exceeds 50%of the market value of the
existing structure before the start of rernoval.
Page 5,January 20,2022
#7587, Pants View, LLC
SCI'M No. 1000-50-1-21
written request prior to the date of expiration, grant an extension not to exceed three (3)
consecutive one (1) year terms: IT IS.THE PROPERTY OWNER'S RESPONSIBILITY TO
ENSURE COMPLIANCE'.
OMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED
HEREIN:
Vote of the Board. Ayes: Members Weisman (Chairperson) Dantes, Acampora, and Planamento.
This Resolution was duly adopted(4-0). (Member Lehnert absent)
e lie Kdne. Weisinan,;Chairperson.
Approved for filing /l M22
AMENDED ADDITIONAL INFORIVIATION February 17, 2022
l 4s3��
BOARD MEMBERS ��OF SOUTy� ( �(� Southold Town Hall
Leslie Kanes Weisman, Chairperson ,`O l0 U 53095 Main Road• P.O. Box 1179
Patricia Acampora Southold,NY 11971-0959
Robert Lehnert, Jr. N Office Location:
G Nicholas Planamento �p� Town Annex/First Floor
.c�
Margaret Steinbugler OIiYC�UIV l, 54375 Main Road(at Youngs Avenue)
Southold,NY 11971
http://southoldtownny.gov E C E V E
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 J U N 2 5 2025
EXTENSION DETERMINATION Building Department
One Year Extension Town of Southold
Special Meeting of June 18, 2025
ZBA FILE: #7587
NAME OF APPLICANT: Pants View LLC
PROPERTY LOCATION: ' 2022 Hyatt Road, Southold SCTM No. 1000-50-1-21
AMENDED ADDITIONAL INFORMATION February 17, 2022
BASIS OF APPLICATION: Request for Variances from Article XXII, Section 280-116A(l); Article XXIII,
Section 124; and the Building Inspector's August 3, 2021 Notice of Disapproval based on an application to
demolish and reconstruct a single family dwelling; at 1) located less than the code required 100 feet from the
top of the bluff; 2) located less than the code required side yard setback of 15 feet; -3) more than the code
permitted maximum lot coverage of 20%; located at: 2022 Hyatt Road, Southold,NY. SCTM No. 1000-50-1-
21.
DATE OF PUBLIC HEARING: January 6,2022
This request for a variance was originally GRANTED with conditions on January 20, 2022. By email
correspondence received June 9, 2025, Rachel Terry of North Fork Woodworks, on behalf of her client,
requested an extension of the variance relief.
RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by
Member Steinbugler, and duly carried, to
GRANT, the applicant's request that the above cited determination be extended to January 20, 2026.
SUBJECT TO THE FOLLOWING CONDITIONS:
I. Applicant shall install a new Innovative Advanced (I/A) Sanitary system as approved by the Suffolk
County Department of Health Services.
2. The area of bluff that is exposed due to the removal of the deck& spa shall be revegetated pursuant to the
recommendations of Suffolk County Soil&Water Conservation District.
3. The Applicant shall obtain a Wetland Permit from the Southold Town Board of Trustees.
Vote of the Board: Ayes: Members Weisman, Lehnert, Planamento, and Steinbugler. This Resolution was
duly adopted (4-0).
Le lie Kanes Weisman, Chairperson
Approved for filing / .3 /2025
-5 7-7
Cl)�[A
NC)RTH FC)RK W(DC)DW<DRKS 631 .298.7900
June 91h, 2025
To Whom It May Concern:
Re: PantsView2 LLC: 2022 Hyatt Road, Southold NY 11971
Tax Map #: 1000-50-1-21
Shane Burgher, project manager reached out to the Southold Town building
department to have our final building inspection at this project. John Jarski,
building inspector requested that we reach out to the ZBA to get an extension
letter. The project has taken longer than originally planned to renovate as there
were modifications to interior trim work, etc that caused the project to extend past
original completion date.
If you could please advise if you grant an extension, that would be greatly appreciated
.-TIf-h1k yoq.in Advance,
a
Rachel Terry
Office Manager, North Fork Woodworks
7�
PO Box 1407 Southold NY 11971 Telephone: 631.298.7900 Fax:
631.298.7899 * nfwwinc@aol.com
BOARD MEMBERS ��0f S yO Southold Town Hall
Leslie Kanes Weisman, Chairperson 53095 Main Road-P.O. Box 1179
Patricia Acampora Southold,NY 11971-0959
Robert Lehnert;Jr. y Office Location:
Nicholas Planamento • �O Town Annex/First Floor
Margaret Steinbugler O`�'C�UN 54375 Main Road(at Youngs Avenue)
pp nn + Southold,NY 11971
DE E 11 V E
http://southoldtowrmy.gov
JUN 2 5 2025 ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Building Department Tel. (631)765-1809
Town of Southold
EXTENSION DETERMINATION
One Year Extension
Special Meeting of June 18,2025
ZBA FILE: #7587
NAME OF APPLICANT: Pants View LLC
PROPERTY LOCATION: 2022 Hyatt Road, Southold SCTM No. 1000-50-1-21
AMENDED ADDITIONAL INFORMATION February 17,2022
BASIS OF APPLICATION: Request for Variances from Article XXII, Section 280-116A(1); Article XX1II,
Section 124; and the Building Inspector's August 3, 2021 Notice of Disapproval based on an application to
demolish and reconstruct a single family dwelling; at 1) located less than the code required 100 feet from the
top of the bluff; 2) located less than the code required side yard setback of 15 feet; 3) more than the code
permitted maximum lot coverage of 20%; located at: 2022 Hyatt Road, Southold,NY. SCTM No. 1000-50-1-
21.
DATE OF PUBLIC HEARING: January 6,2022
This request for a variance was originally GRANTED with conditions on January 20, 2022. By email
correspondence received June 9, 2025, Rachel Terry of North Fork Woodworks, on behalf of her client,
requested an extension of the variance relief.
RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by
Member Steinbugler, and duly carried,to
GRANT,the applicant's request that the above cited determination be extended to January 20, 2026.
SUBJECT TO THE FOLLOWING CONDITIONS:
1. Applicant shall install a new Innovative Advanced (I/A) Sanitary system as approved by the Suffolk
County Department of Health Services.
2. The area of bluff that is exposed due to the removal of the deck&spa shall be revegetated pursuant to the
recommendations of Suffolk County Soil&Water Conservation District.
3. The Applicant shall obtain a Wetland Permit from the Southold Town Board of Trustees.
Vote of the Board: Ayes: Members Weisman, Lehnert, Planamento, and Steinbugler. This Resolution was
duly adopted(4-0).
e lie Kanes Weisman,Chairperson
Approved for filing 6 /2_/2025
BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
Southold!New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerrOsoutholdtownny.gov- seandO-southoldtownny.4ov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali Information Required) Date: 5-1c)-
,23
Company Name: e-C , 1C .
Electrician's Name: 7 -
License No.: -3 yol f Elec. email: /OvA eaS I �i��, oAn
Elec. Phone No: &31- (QS 9 request n email copy of Certifica a of Compliance
Elec. Address.:
JOB SITE 'INFORMATION (All Information Required)
Name: Vi t=VJ
Address: o Gov c,0
Cross Street:
Phone No.:
Bldg.Permit#: +-) .3 �d email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE Please Print Clearly):
` 00 AfAP 56WCF UP 4X4D ``' Ig gs
Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES NO 0 Rough In FinalI�jl�3
Do you need a Temp Certificate?: YES a NO Issued On Si41' ��-�'�
Temp Information: (AII information required) of 8 3&q r -V
Service Sizeb61 Ph❑3 Ph Size: _V(2�A # Meters Old Meter#
❑New ServiceQ Fire Reconnect7Flood Reconnect Service Reconnect��derground DOverhead
#Underground Laterals 1 M2 H Frame Pole Work done on Service? XY N
Additional Information:
PAYMENT DUE WITH APPLICATION 5
�� a�S 75
�o�oSufFo4�o -
G BUILDING DEPARTMENT-Electrical Inspector
o y< TOWN OF SOUTHOLD
Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959
Telephone (631)765-1802
Temporary Certificate # 1 41 C7 Date 2023
Customer Name a,n-b V Ie W Electrician Namei
Address D , �- Soti. Phone bb�
e-mail e-mail ( 6 cwa - GO-YY1
Phone (,3 l - t (os tj c f a4 License,# NIP—_ a46Q/ Ij
Size LtO15 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 /N Flood Reconnect
Old Meter# Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This verification is valid for 90 days from the date above.
Authorized by LLLEZ:L��
S C BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
Southol^, ew York 11971-0959
�c Telephone (631) 765-1802 - FAX (631) 765-9502
rogerrCcDsoutholdtownny.4ov- seand(&-southoldtownny.Qov
APPLICATION FOR ELECTRICAL INSPECTION.
ELECTRICIAN INFORMATION (Ail Information Required) Date: -1 -yZ
Company Name: P A (-OCR I C JA-1C
Electrician's Name: jet I Th-
License No.: M6 - 3 Vol Elec. email: l�vm eccS °.L J+00. o
All
Elec. Phone No: &31- &E-9 request An email copy of Certifica a of Compliance
Elec. Address.:
JOB SITE INFORMATION (Ail Information Required)
Name: --s e F
Address: ®2 O N`�/-?r�'I' Iz ✓ I v i
Cross Street:
Phone No.: (� 1- -
Bldg.Permit#: -33 '6 email: w54 ti .e-0
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUA AGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: F-1 YES NO DRough In Final
Do you need a Temp Certificate?: YES NO- Issued On
Temp Information: (All information required)
Service Size❑l Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service[]Fire Reconnect7Flood Reconnect[]Service Reconnect[]Underground[-]overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION '0 t �Zaa s
t �467` �
C�
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
H H's
UC Lts Fridge HW POOL
Fans Mini Fr. W/D
Panel
Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments
PERMIT# 9.33 Address: 20 J2 N YA-IT (1.6 A�0
Switches
Outlets 110
GFI's (�
Surface 3%3
Sconces 31
HH's 018
UC lts lQ' Fridge 'off. HW POOd.
Mini Fro � W/D � Panel
Fans Mini
Exhaust Oven 1 Sump Heater
Trnsfmr
Smokes Del Generator Salt.Gen.
Carbon Micro I GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TU§ SPA
Inst Hot DeHurn Transfer Disc
Combo Cooktop Minisplit Blower
AC 3 AM Hood Slower
Semite Amps qOO Have Used
Sub Amps Have Used
Comments
�F� A
EN-CONSULTANTS
May 12. 2021
REQUEST FOR LETTER OF DISAPPROVAL
Michael Verity, Chief Building Inspector
Town of Southold
Building Department
Town Hall, 53095 Main Road
Southold,New York 11971
Re: Pants View LLC
2022 Hyatt Road, Southold
SCTM#1000-50-1-21
Dear Mr.Verity :
In regard to the above referenced property, enclosed are the following for your review:
1. One(1)Building Permit Application.
2. Authorization.
3. Survey prepared by Kenneth M. Woychuk Land Surveying,PLLC,last dated June 3,2020.
4. Set of drawings prepared by Elizabeth Roberts Architects, dated April 23, 2021.
5. Application fee of$50.
I trust this information shall allow you to process our permit request. Should any additional information
be required,please do not hesitate to contact our office.
Sincer y,
Robert E. ann
Coastal Management Specialist
/khs
Enc.
1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com
environmental consulting
EN-CONSULTANTS
June 28,2022
Michael Verity, Chief Building Inspector
Town of Southold JUL W G 2022
Building Department
Town Hall, 53095 Main Road
Southold,New York 11971 TOWN OF SOUTHOLD
Re: Pants View LLC
2022 Hyatt Road, Southold
SCTM#1000-50-1-21
Dear Mr.Verity:
In regard to the Building Permit Application for above referenced property, enclosed are the following:
1. Four(4) sets of plans prepared by Elizabeth Roberts Architects, dated June 14, 2022.
2. SCDHS Approval#R-21-2724,dated June 1,2022.
3. NYS DEC Letter of No Jurisdiction#1-4738-3268/00002, dated December 17, 2021.
4. Southold Trustees Permit#10082, dated February 16,2022.
It is my understanding that Zoning Board of Appeals decision#7587,dated January 20,2021. as
amended,February 17,2022 is already in your file.
I hope this information shall allow you to complete processing of our Building Permit request. Should
any additional information be required,please do not hesitate to contact our office.
Since ely,
Kim erns
Enc.
1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com
environmental consulting
Southold Town Building Department \
P.O.Box 1179 Permit#: 48338
53095 Main Rd
Southold,New York 11971 Permit Date: 9/27/2022
(631)765-1802 Expiration Date: 3/28/2024
Parcel ID: 50.1-21
BUILDING PERMIT RENEWAL LETTER
Dated: 10/3/2024
Applicant: Pants View LLC
Location: 2022 Hyatt Rd, Southold
Work Description: SINGLE FAMILY DWELLING
Construct additions and alterations(town definition of a demo)as applied for,with Trustees
#10082,ZBA#7587, SCHD approval and DEC letter of no jurisdiction.
A FEE OF $1150.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: Pants View LLC
Address: c/o Anthony Bonsignore
200 Park Ave S F18th
New York,NY 10003
The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department,P.O. Box 1179, Southold,New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
S.C.T.M.# DISTRICT: 1000 SECTION: 50 BLOCK . SOT: 2 & 21
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/ S.C.T.M.#1D00-50-1-21 /
31,879.06 SQ.FT.
/ 0.73 ACRES
15,285 S.F. LANDWARD OF BLUFF
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SPRUCE / qY 0.
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M GRAG67.DRNEWAY r /
y� / 1'• / 13.7' SPIKE
BAY 9' STORAGE
313 g , �•l
LOT 21 S 1J.P.
GRAVEL DRIVEWAY
TOWN OF SOUTHOLD d s�ONinoP
LOT COVERAGE SPIKE
BASED ON 14,835 S.F. A,�g s, s.C.1s� -SQ.FT.
LANDWARD OF COASTAL EROSION HAZARD BOUNDARY s000„ f` ^ 0.37 ACRES ' M
\ LA o
� r \
HOUSE W/COVERED PORCH: 1998 S.F. �r
OUTDOOR SHOWER: 22 S.F. N \
REAR PERGOLA OVER DECK. 226 S.F. > o -
SPA: 49 S.F. ELEV. 37.7 ss o
SPA DECK: 137 S.F.
WATERSIDE WOOD DECK: 266 S.F. MIXED SAND o ,�
POOL: 576 S.F. LOAM FINES 2p N �
�o
PERGOLA OVER BRICK: 226 S.F. BLOWN 0
GARAGE: 393 S.F. SC LAYIEY SAN
W/(GRAVEL Aoo'
TOTAL: 3893 S.F or 26.2% IN (LAYERS 3�, REW
WATER IN
BLOWN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
CLAYEY SAN LOCATIONS SHOWN ARE FROM FIELD OUSERVA7701VS
SC W/(GRAVEL FLOOD MAP#36103CO154H AND OR DATA OBTAINED FROM 07HERS
IN (LAYERS AREA: ELEVATION DATUM: NAVD88
UNAUTHORIZED AL7FRA710N OR ADD177ON TO THIS SURVEY IS A VIOLATION Of SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
58' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N
LISTED HEREON, AND 70 THE ASSIGNEES OF 774E LENDING INS77TU77CK GUARANTEES ARE NOT TRANSFERABLE:
WATER IN THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE
BLOWN NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMEN75 EASEMENTS
FINE TO AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77M£ OF SURVEY
COARSE SAND SURVEY OF-DESCRIBED PROPERTIES CERTIFIED TO: PANTS VIEW LLC;
MAP OF: PANTS VIEW 2 LLC;
64' FILED:
JUNE 10, 2020 SITUATED AT:SOUTHOLD
McDONAILD GEOSCIENCE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
1, P.O. Box 153 Aquebogue, New York 11931
FILE #220-47 SCALE:1'=30' DATE: JUNE 3, 2020 N.Y.S. L1SC. NO. 050862 PHONE (631)298-1588 FAX (631) 298-1588
D ppg
SAOVA
LEGEND PROJECT
PROPERTYLINE SOUTHOLD
EXISTING 137 SF WOOD EXISTING 492 SF / RIGHT-OF-WAY LINE
DECK AND 7'-O'%7'-0'SPA PARTIALLY COVERED / APPRO%.56 5F FLOORPPR T. BE59 DEPORTIONDEMOLISHED
(IST
TO BE REMOVED AND WOOD DECK D AND `� / 1.GEORE RD FLOOR
1ST OFORTOBEOEMOUSHEO(TO TOP RESIDENCE
7j OWNEft:0HM"OANDAS FLOOR TO BE OF FOUNDATION)AND PROJECT-LIMITING FENCE
REPLACED WITH 186 SF DEMOLISHED AND O /
., SAND PATIO REMOVED O I EXISTING
105 SF PERMANENTLYRECONSTRUC/iED OUTLINE OF PROPOSED
- BRICK REMOVED ALTERATION TYP ------------------ EXISTING TO BE REMOVED
` I 5 64'50'00 E .: ..._s -" REMOVED PATIO TO BE R6NOVE
S VI W
I__: _ ` SPI EXISTING TO REMAIN
- \ ...... \ 316.57 I WOOD RETAIN NG V/t1L 2022
THYATT RDC
'z- K SOUTHOLD,NY 11971
\ PoCK c`d -- --J.O'S] 000-60.1-21
'--^•^------------^--- OUTLINE OF PROPOSED ALTERATION SCTM Y1
5'S
, GEN. 'pt _-- --F--- - �'B A''�—EXISTING PICKET FENCE '�'�
p �DECK I;--�. J5.1' 'u{ 12< ' TO BE REMOVED ARCHITECT
�I I wl
i.N
i; _ I I I'Y>OoirvD '' EXISTING TO REMAIN E R V
z N 1_4 y 2 SfY ; I IOi
O I o 1 Bmx' ry FRAME DWELLING 201 I YO PERGOLA TO BE E6817TMESTREETBCTS ARCHITECTS
N I DpOK Td. 1 ono r d2.7 BAY 1 B�ICN PATIO
O I I p 1l 0.5' / �2 5 G�{ - EEC PERMANENTLY REMOVED BROOKLYN.NY 11215
POLE °•000 WqL 'I O SPA I' Nr S. q0� O �\'t/ -'`NE.Y- r� j 7185045488
FF 1 \"� t0� PERGatA GATE_ ��' • \� / EXISTING TO BE PERMANENTLY REMOVED
N �_ A '. \. \ `pPN .. TIMBER W L •m'u N 118'm o.(..A\ = -J 1 GATE jI
I � \ 20 n
Y -- S .r __ ___ EXISTING RETAINING WALL
BALCONY;22.J' i 31 I
F7 0 /2 __-�+, - CP -- ---- fi� AND CURB TO BE REMOVED
01 Ig JI,B]9.06 SO,'T. I �X215 /y
I• PROJECT{IMRING FENCE J9 `/(Y,/` \'
I oJJ ACRES 1� EXISTING TO BE DEMOLISHED AND
N EryCLOSED AREA;T.9154 SF Y�I 3
SiDNF DRNEYiaYa GARAGE TO BE REMOVED RECONSTRUCTED/MODIFIED
I__ ______ 4444�� I00 PERMANENTLY
` O
ROW EXISTING SANRAR NEW CONSTRUCTION
1
1
W.
0 - DRIVEWAY _ ---ice REMOVED AND REPLACED -
�I II I PROVIDE OPEN ING IN: I W L ORAYEL WITH VA SYSTEM
EN AY ', I
[ .. — I I •. \\ NEV/AI L .
- ` I I 323 SPIKE S I T E D A T A
N 64'50'00" W I :a .,,Iw •. z / ..:
EXISTING 175 SF IZ PERGOLA TO BE PROPOSED 762 SF COVERED PORCH EXISTING STONE AND GRAVEL LOT CODE EXISTING PROPOSED
BRICK PATIOSREMOVED D FI-I DEMOLISHEDAND ROOFED-0VER DECK TO BE
WALK RE DRIVEWAY TO BE REMOVED AND BUILDABLE LAND AREA 14,635 NO CHANGE
rnlZ REMOVED DEMOLISHED. REPLACED WRH PERVIOUS
<IO 2070 HYAii RD
EXISTING WELL TO COVERAGE % 20% 26.1% 21.1%
�1y OWNER:PHIWP UM BE ABANDONED ENTRY TO HOUSE GRAVEL DRIVEWAY
1 EXISTING PLOT PLAN I� TO BE MODIFIED. COVERAGE(SF) 3.871 3,134
Iw FRONTAGE 99.62' NO CHANGE
HOUSE
MAX.HEIGHT 35' 25' NO CHANGE
FRONT YARD SETBACK 40' 69.5' NO CHANGE
SIDE YARD SETBACK 15'-20' 10.1' NO CHANGE
#OF BEDROOMS 5 6
/ LOT COVERAGE AREAS
/ EXISTING NAME EXISTING PROPOSED
NON OOFED
1900 WATT RD SHOWERT0 REMAIN HOUSE 1,853 SF 1.796 SF
OWNER:GEORGE DANGaS COVERED PORCHNVOOD DECK 145 SF 762 SF
O NEW STEPS UP TO PROPOSED EXIST.ELEC.METFTR OVERHEAD
1STFLOORROOFED-0VER I ELECTRICAL SERVICE WATERSIDE DECK PARTIALLY 492 SF
I S 64 50 00" E ,1, T.1 ,\ \'\,c �.Y "$;,,4`. WRAP-AROUND WOOD DEL COVERED WITH PERGOLA
K
- 0. 316.57' 1 w000 REraNwc WM-L SPIKE SPA ER 49 SF
..--Jss- _
I \ 14 8.W sNDwER NE.°'P' a SPA DECK 137 SF
n I a s pGEN xa .ew. POOL 576 SF 576 SF
I:y N/ Js.r 28.2 PERGOLA OVER BRICK 226 SFZ.
-
(� ro - ..2 srr 69.s' N GARAGE 393 SF -
!� I W I ING00L
,I m Z a; � F MEE DWELLING I POOL '-0
1� I Z,7 z v I a 42.7
12022 T8,2. I I TOTAL 3,871 SF 3,134 SF
N;i N 1,005 SF ON-GRADE (26.1%) (21.1%)
\ � h MASONRYPATIO
SAND m 3 5
\ - n 05 4 5 I ...3 I PPaLGE0pW4cY \`\�\ i I SANITARY SYSTEM DESIGN
NI I= •\ \ \\ .PPm \ TIMBER W 9J ry li e'In 6.1 _ ON-GRADd 03WI
LT \ I BALCONY 22,J• - MgSONRYI DW POOL BACKWASH All SYSTEM
EX d'DEEP
01I I� J1,B79.D6 50.Ff. I pROJECT{I51RING FENCE 1 O' LP I 6 BEDROOMS
N.I 0.]J ACRES AREA 69 'S n e'z16 I/A=HYDROACTION AN600
SED/ 1/5a j I O 4E-0 POOL CODE COMPLIANT ISSUE
E�CLO �I
�I •:i / %m i ° iB cK-- .. I .o FENCE AND GATES,TYP. LEACHING ISSUE
LEACHING POOL
/ \ ��
°4• a a•zP �L [1] 8X16
/
+' _ EXPANSION POOL ... .. ._..... ......... .._...... ......... .........
t ti 1' \ I
.........__..__ 7 I _ DEPTH TO HEGW 20 ._ ... .. .__. ...- _... _ .. .... ..
251 RO.W: I I NEW VA SANITARY SYSTEM
°
31
NO. DATE DESCRIPTION
I(n [1] 6'X16'DEEP EXPA .. ............. .......... ._........ ......... .........
/ ENc AY THE EXCAVATION FOR THE LEACHING POOL MUST
i � l I ', •, \ j ,• LOCATION Of NEW WELL W/ W�56
1 1
T
EXCAVATE TO GOOD SOIL CONDITIONS S FEE
TOPROTECTIVE.12-FBOLLARDS.WELL BELOW GRADE&BACKFILL WITH CLEAN SAND AND - - -
` `. :. ' 323 45' SPINE TO BE MIN.I7 FROM GRAVEL _ _ .._.__ ..... ....._.._ .......,._.". .. ........__....._..._
1 I, z,I .. - - PROPERTY LINE
N 64'50'00" W s I ` y �Iw APPROX.226 SF PROPOSED 762 SF 1ST 1 NEW 18-X18'CATCH ^ NEW PERVIOUS TITLE
IZ PORTION OF EXISTING FLOORROOFED-0VER BASIN GRAVEL DRIVEWAY
I--' 2ND FLOOR ROOF AND WRAP-AROUND WOOD S T O R M W A T E R
vI jZ 66SFMCONYTO BE DECK
<Ip RECONSTRUCTED 21070 HYATT RD DRAINAGE DESIGN PROPOSED PLOT
IIo (IN-PI-ACE PROOVEROWNER:PHILUP LIM
PROPOSED PLOT PLAN PLAN Iw SED
ROOFED-OVER DECK DRIVEWAY PLAN + SITE DATA
3,325 SF X 2"=554 CF
PROPOSED
14 LF OF V DIA LEACHING
HOUSE
PLOT PLAN NOTES USE:SF X 2"=300 4' SEAL AND SIGNATURE DATE:Oarov2021
USE:[1J 8'DIA X 4'DEEP=169 CF
PLOT PLAN MAP INFORMATION TAKEN FROM SURVEY [1] 8'DIA X B'DEEP=178 CF I—."� ..-.......-". I......_....".
DONE BY KENNETH M WOYCHUK LAND SURVEYING,PLLC. 347 CF PROJECT#:1922_HYATT RD
y,�ExEOA��y .. . .... _. .__. _... .._. _
P.O.153 AQUEBOGUE,NEW YORK 119. POOL BACKWASH ��o�,Se RoaFP TF� DRAWING BY:CM
SURVEY OF PROPERTY SITUATED IN SOUTHOLD,TOWN OF [1] 6'DIA X 4'DEEP CHECKSY:AV
SOUTHOLD,SUFFOLK COUNTY,NY. -
'Tj OJ969'J r per DRAWING NO:
S.C.TAX MAP No.:1000 SECT.50 BLOCK 1 LOT 2 SEE SANITARY SITE PLAN PREPARED BY JOSEPH FpF NEN'1
FISCHETTI,PE,DATED JULY 24,2021 FOR ADDITIONAL G N-100.00
SURVEY DATED:JUNE 3,2020 DETAILS.
t 1 ,
5 � w
LEGEND PROJECT
PROPERTY LINE SOUTHOLD
EXISTING 137 SF WOOD EXISTING 492 SF /
DECK AND 7'-0"X7'-O"SPA PARTIALLY COVERED / APPROX.56 SF APPROX.459 SF PORTION OF 1S7 RIGHT-OF-WAY LINE
TO BE REMOVED AND WOOD DECK TO BE `Yy / 1900 HYATT RD PORTION OF 1ST FLOOR TO BE DEMOLISHED(TO TOP
REPLACED WITH 186 SF DEMOLISHED AND ��� / OWNER: GEORGE DANGAS FLOOR TO T OF FOUNDATION)ON)AND PROJECT-LIMITING FENCE RESIDENCE
SAND PATIO REMOVED `'o / EXISTING 105 SF PERMANENTLY RECONSTRUCTED OUTLINE OF PROPOSED
„ REMOVED ------------------
I BRICK PATIO TO BE � ALTERATION,TYP. EXIS TO BE REMOVED
'• REMOVED
PANTS VIEW LLC
I - S 64'50'00'; E - - 5' eN 316.5 T' WOOD RETAINING WALL SPIKE EXISTING TO REMAIN 2022 HYATT RD.
I , _ 3_5_S------------- ---= SOUTHOLD, NY 11971
r-
- -,
^I 3 L_�RICK T r„ j �,�tl0 o SHOWER PAL ____,'_` _____ �--- --------------- - 3.0'Si .................................... OUTLINE OF PROPOSED ALTERATIONSCTM#1000-50-1-21
i q WOOD► 14.8 r I�, in w GEN. 0- ----
j ---1•---• i ----- EXISTING PICKET FENCE
Lr ,DECK!;----*• i � .`
II I m ,N ll , 35.1' �i , 28.2' / , t2•a' ' TO BE REMOVED ARC
w I O k F ^ I ==_a �-- -- -- I o i ss.5' I ARCHITECT
W( �' _ I I 1i INGROUND , ,• N
> I m z '15.41 = , Y `O I Pool ' EXISTING TO REMAIN E R V
W O j � _-� w a 2 STY , I O)
N --� t_" ( p CV .N • 20.1'
I , FRAME DWELLING __ __ I
F`••� N I N WooD 41 BRI '0 i y FFL 42.7 ., `� BpY i ; MICK PATIO PERGOLA TO BE ELIZABETH ROBERTS ARCHITECTS
I ___ '' 168 7TH STREET 3C
p DECK -- i #2022 -- I-� �I PERMANENTLY REMOVED
I i O ___, �, 0.5' .6 �G?;� '�_I --_fIFC BROOKLYN NY 11215
FLAG° Nrp 1 ! � ''- r 1 /N£ -' , ,
718 504 5488
`•r1 I POLE OD wA4K I O SPA I a o �r� C�k I 1 ( PERGOLA \ i-
c� �� PAN ER wA L ' I' n "' lI. \ .'-_- -h GATE _____ EXISTING TO BE PERMANENTLY REMOVED
__ _ - -
P TiMB , ------ > 1 � i' ---- - �, I r---� GATE'
o / - ;N---- --; o , r `I It-out
_x ,G_a I o
1 1.8'
1 - -� I L - -r EXISTING RETAINING WALL
w c„BALCONY 122.3' - � �. \ --- ,` ___=_-_=__� = '- 6w AND CURB TO BE REMOVED
i h 1 z L_ ---__._-_------
t� 31,879.06 SO.Fi. i I -• ..................... �
N PROJECT-LIMITING FENCE 21 5
wI
0.73 ACRES E CLOSED AREA=16,954 SF + 1 39. GARAGE S EXISTING TO BE DEMOLISHED AND
RECONSTRUCTED/MODIFIED
�..� �•I S1TON�' DRIVEWAY �°: : GF 39.0 . . . PERMANENT Y REMOVED
�- ---' ----- ...........
I o
.ir-
j - I I`. -------__25� RrO.W. EXISTING SANITARY TO BE NEW CONSTRUCTION
i GRIAPEL DRIVEWAY
�I REMOVED AND REPLACED
PROVIDE OPENING IN I W L �' 1 lr �'� I WITH I/A SYSTEM
EN AY Li 1
IQ ,
t % STONEWALL ' ------------
i 323.45 SPIKE
SITE DATA
N 64 50 00 W I EXISTING 175 D �j z PERGOLA TO BE PROPOSED 762 SF I COVERED PORCH EXISTING-STONE AND GRAVEL LOT CODE EXISTING PROPOSED
BRICK PATIOS AND <1 t DEMOLISHED AND ROOFED-OVER DECK TO BE DRIVEWAY TO BE REMOVED AND
WALK REMOVED �- BUILDABLE LAND AREA 14,835 NO CHANGE
v�l z REMOVED DEMOLISHED. REPLACED WITH PERVIOUS
mot)p 2070 HYATT RD EXISTING WELL TO COVERAGE (%) 20% 26.1% 21.1
o � OWNER: PHILLIP UM BE ABANDONED ENTRY TO HOUSE GRAVEL DRIVEWAY
UI To BE MODIFIED. COVERAGE SF
EXISTING PLOT PLAN o ( ) 3,$71 3,134
1 r'020'-0" �w FRONTAGE 99.62' NO CHANGE
HOUSE
MAX. HEIGHT 35' 25' NO CHANGE
FRONT YARD SETBACK 40' 69.5' NO CHANGE
SIDE YARD SETBACK 15'-20' 10.1' NO CHANGE
# OF BEDROOMS 5 6
j LOT COVERAGE AREAS
/ EXISTING!
/ NON-ROOFED
!STING; NAME EXISTING PROPOSED
yam, 1900 HYATT RD SHOWER!TO REMAIN HOUSE 1 853 SF 1 796 SF
OWNER: GEORGE DANGA5 ,. , ,
NEW STEPS UP TO PROPOSED EXIST,EL.EC. METF�R OVERHEAD COVERED PORCH/WOOD DECK 145 SF 762 SF
1ST FLOOR ROOFED-OVER 1 ELECTRICAL SERVICE WATERSIDE DECK PARTIALLY 492 SF
,, _ �y WRAP-AROUND WOOD DECK 1 COVERED WITH PERGOLA
i S 64 50 00 i E I .�' `' g o. 316.57" WOOD RETAINING WALL
SPIKE SPA 49 SF
ELEc LINE" U.P. �.5's SPA DECK -
-, 1 . l a 8.8' o SHOWER -^ DX8 --- - - -I----------- ---- -- --- - Q - 0`S 137 SF -
"� i ¢o (�GEN. •8,w; POOL 576 SF 576 SF
-, I z m i 35.i' 0 2s.2 .a' PERGOLA OVER BRICK 226 SF �1IO�E�
i W I X l 2 STY 69.5' - BY
I ! o o GARAGE 393 SF -
L'I ( co W ! o FRAME DWELLING INGROUND N
> I Z E
FFL BOARD OF 1 rUSTEES
L�.1,I Z N I >W ' N #2022 42.7
` POOL 6
E�- I zo I o . I o 6 f� 28.2' I ( rn TOTAL 3,871 SF 3,134 SF TOWN OF SOUTHOLD
SAND I o 4.8' I MASONRY PATIO ON-GRADE1,005 SF 1;26.1%) (21.1%) _-.__ .. _ __ . DATE
i ��I FLAG W OD N�q I O ( ^ 5 •� .05' 4.5
7 n 0 PATIO coy -
8 �� I
POLE SANITARY SYSTEM DESIGN
N �2 y4r PP�N TIMBER WA L ' 9,3' N - ----------- ",- 274 SIF 1 I
i[J
_j tt,8 5.3 ON-GIRAD9 0 I +� 2 iI..
c� c�BALCONY 22.3' t.:
MA C)NR DW POOL BACKWASH A/I SYSTEM I -
I� I 0.9' °D 6'X 4'DEEP �._ . .- 1
31,879,06 So.FT I I 0
I cv PROJECT-LIMITING FENCE I I I 6 BEDROOMS `�( I..lF,cif'it�vrt -.
w, �P fiord of iYu.�t,t^�
0.73 ACRES E CLOSED AREA= 16,954 SF z i, 8 x 16 --
v) j i o VA=HYDROACTION AN600
100' Tg CK O 4'-0"POOL CODE COMPLIANT
FENCE AND GATES,TYP, LEACHING01 0-mom
j j I d I D 1 EP ISSUE
- --- -I- - - ---- a + x4' s' 8'x - �. N [1] 8 X16 DEEP LEACHING POOL
c� [11 8'X16' DEEP EXPANSION POOL No• DATE DESCRIPTION
25 R�10 W- c, I 1 NEW I/A SANITARY SYSTEM DEPTH TO HEGW 20' 01 08/02/2021 DOB FILING
` .---- -- --------_ ' - ---------------------------- I
I I 1 02 02/101'2022 REVISION 1
�I � PROVIDE OPENING IN _.c...,.1..
Q �E AY I - THE EXCAVATION FOR THE LEACHING POOL MUST
►�,� " I I �I LOCATION OF NEW WELL W/ EXCAVATE TO GOOD SOIL CONDITIONS SW @ 58 FEET
I- - . - . • a� PROTECTIVE BOLLARDS.WELL BELOW GRADE & BACKFILL WITH CLEAN SAND AND
SPIKE TO BE MIN. 12"FROM
323.45' GRAVEL
N 64'50'00„ W I '. i ! PROPERTY LINE
Li
APPROX.226 SF PROPOSED 762 SF 1ST NEW 18"X18 CATCH NEW PERVIOUS
(_� PORTION OF EXISTING FLOOR ROOFED-OVER BASIN GRAVEL DRIVEWAY TITLE
1-� 2ND FLOOR ROOF AND WRAP-AROUND WOOD STORMWATER
to(z 66 SF BALCONY TO BE DECK
a l o RECONSTRUCTED 2070 HYATT RD DRAINAGE DESIGN PROPOSED PLOT
UU 1 O (IN-PLACE)OVER OWNER: PHILLIP LIM
PROPOSED PLOT PLAN IQt PROPOSED
ROOFED-OVER DECK DRIVEWAY PLAN + SITE DATA
3,325 SF X 2" = 554 CF
PROPOSED
14 LF OF V DIA LEACHING
HOUSE
NOTE PLOT PLAN NOTES 1,800 SF X 2" = 300 CF
USE: [1] V DIA X 4' DEEP = 169 CF SEAL AND SIGNATURE DATE: 02/10/2022
ALL GROUND SURFACE AREA SITUATED SEAWARD OF THE PLOT PLAN MAP INFORMATION TAKEN FROM SURVEY [1] V DIA X 8' DEEP = 178 CF
PROPOSED PORCH SHALL BE MAINTAINED AS A NON-TURF DONE BY KENNETH M WOYCHUK LAND SURVEYING, PLLC. 347 CF ,��RED Af�C PROJECT#: 1922_HYATT RD
BUFFER; AND ALL SUCH AREA PRESENTLY DEVOID OF P.O, 153 AQUEBOGUE, NEW YORK 119. H Ro ti��
DRAWING BY: CM
VEGETATION OR TO BE LEFT TEMPORARILY BARREN POOL BACKWASH
AFTER REMOVAL OF EXISTING STRUCTURAL SURFACES SURVEY OF PROPERTY SITUATED IN SOUTHOLD, TOWN OF [1] 6' DIA X 4' DEEP ECK BY: AV
AND PRIVET HEDGE SHALL BE VEGETATED WITH NATIVE SOUTHOLD, SUFFOLK COUNTY, NY.
PLANTINGS, EXCEPTING THE PROPOSED SAND PATIO AND N�► o _3 � 4� DRAWING NO:
THE EXISTING PATHWAY TO BEACH (TO BE NARROWED TO S.C. TAX MAP No.: 1000 SECT. 50 BLOCK 1 LOT 21 SEE SANITARY SITE PLAN PREPARED BY JOSEPH 9TF �ese ya
4 FEET IN WIDTH). FISCHETTI, PE, DATED JULY 24, 2021 FOR ADDITIONAL OF NEB V N-1 00.00
SURVEY DATED: JUNE 3, 2020 DETAILS. '
NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAVANG IN ANY WAY,IF ANY ITEM ON THIS
DRAWNG IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
i
General Construction Notes I/A OWTS General Requirements DISTRIBUTION BOX
1.Installer shall provide a certlticatlon of the installation and construction(W.W.M.-73)from a PROFESSIONAL ENGINEER OR W/ LOCKING COVER —
1.LOT AREA:14,835 SF REGISTERED ARCHITECT for final approval of the system
2.SCTM#1000-50-1-21 FROM OWTS 2.The Installer of I/A OWTS must hold a current LI uid Waste License ursuant to Cha ter 563 Article VII Se tic Indust —�CD q P IP (Septic Industry TO LEACHING FIELDS
3.BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY KENNETH M.WOYCHUCK SURVEYING,LLC Businesses)and Endorsement J(Innovative and Altemative Treatment System Installer)through the Suffolk County
�Ivl Lr m a,ryr,rr, LAST DATED JUNE 30,2021.ELEVATIONS REFERENCED TO THE NAVD 88 DATUM Department of Labor,Licensing and Consumer Affairs,pursuant to Suffolk County Code§563-79(II)(J).The Department ,
of Labor,Licensing,and Consumer Affairs maintains a list of licensed I/A OWTS Maintenance Providers. PROVIDE SPEED LEVELER
LOCKING COVER DETAIL 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS ON EACH OUTLET �
OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED 3.An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be 12" THICK UNDERDRAIN
N.T.S. submitted to the Department
5.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE FILTER MATERIAL TYPE 1
—REMOTE PLC CONTROL PANEL COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE 4.All installed 1/A OWTS are required to have an initial 3-year warranty and operation/maintenance service contract.
W/ HP80 COMPRESSOR PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD.
7 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING 5.When an I/A OWTS requires a vent,the unit shall be vented to the roof of the residenlce being served.Vent pipes shall P O LYLO K D—B 0 X DETAIL
WORK. extend a minimum of 6 inches above the roofline and the top of the vent shall have a miinimum horizontal separation of 12
s6'x 3'x s• Inches to the sloped portion of the roof.In cases where it Is not ractical to Vent the system to the residence roof,a vent
VITH 6xa 10/10 vta£ 7.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE pipe may be piped to the exterior side of the residence and terminate a minimum of 18 Ilnches above grade.These vent N.T.S. °
$C AIR PUMP ELEVATION AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL pipes shall be located a minimum of 3 feet from any window or doorway and must terminate with a carbon filter device.All
CONTROL PAN
UNSUITABLE MATERIALS OFF SITE.DEBRIS SHALL NOT BE BURIED ON THE SITE. vent pipes must have a minimum diameter of 2 inches.
N.T.S 8.ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. 6.Garbage grinders shall not be permitted when an I/A OWTS is utilized as means of slewage disposal,In addition,Water z
softeners shall not discharge into and/A OWTS.
9.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 3000 PSI 28 DAY STRENGTH CONCRETE,
7.Install I/A OWTS tanks according to manufacturer's recommendations.All applicable recommendations provided by the 1
10,SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS manufacturer Shall be Implemented LD CbNTROL PANEL L.J..
• / HPt20 COMPRESSOR 11,PORING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO 8.The 1/A OWTS tank shall be Installed at level in all directions(with a maximum tolerance In any direction of+/one POLYLOK PD YLOIC
PREVENT THE TRANSPORT OF SEDIMENT TO OFF SITE AREAS,PONDS,DRAINAGE INLETS.THE METHODS AND LOCI(W COVER LO IN COVER
MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL quarter inch)on a minimum 3-inch thick bed of properly leveled and compacted sand(free from rocks)or pea grave + SECONDARY C + CpD Ry W d '
CONFORM TO THE NEW YORK GUIDELINESFOR EROSION AND SEDIMENT CONTROL. SAFETY COVER SA TY OVER
9.The top of the I/A OWTS tank shall not be located greater than 2.5 feet or less than olne foot below final grade. 1 00 Z
12.ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM r 4
MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR TEST.
13,ALL COVER ON TREATMENT UNIT SHALL HAVE APPROVED LOCKING COVERS Electrical Requirements 0
PROVIDE 2"VENT PIPE FROM THE OWTS TO THE SINGLE-FAMILY DWELLING AND CONNECT TO THE WASTE PIPE VENTING 1.Control Panels
SYSTEM WITHIN THE HOUSE.PIPE SHALL HAVE A POSITVE SLOPE FROM THE OWTS TO THE HOUSE$0 ANY LIQUID a,All wiring and equipment are to be Installed by the electrical contractorr in accordance with the w
,C1 WILL DRAIN TOWARD THE TREATMENT UNIT. National Electric Code(NEC)and local codes. ry N� 0
�J SEE NOTE#5-All OWTS GENERAL REQUIREMENTS FOR ADDITIONAL INFORMATION b,The control panel box must be placed outside on a suitable pedestal near the structure that It serves. B
Alternatively,the panel box may be mounted on an outside wall of the structure(preferable a Utility
J room,and not a living space).
/ c,The control panel shall be placed at a comfortable height for access.
O co d,The panel shall meet National Electrical Manufacturers Association(NVEMA)4X specifications.
a,The conduit must have appropriate seals to prevent gases and moisture from reaching the control A
0 panel or junction boxes.
S00 Co f.Each system shall be equipped with a functioning warning system which will activate audible and
06 , 0" visual alarms thatcan be readily seen and heard by the occupant's iof the building served. Q
0) / 2.Pumps,Blowers,Level Sensors,and Controls R� 11� D V,
a.The electrical junction box serving the pump motor and floats must bei watertight and located outside NS ANT
/ the I/A OWTS tank chamber. 0/c`
/ b,The Department shall observe the pump system operate through a normal operating cycle.` c,Inspection for leakage of the force Main fittings will be made during thepump test procedure. F00%
/ o /V
A F 59
00 N� BOO 44 110014 49? O 00V{
op ��� / N N CIO
O °FMo CO°�0 ,0 Fa P"�
� � W R zb F �' BILL OF MATERIALS
ro�y� / �(j� MO�F° 7m *0 ITEM PIN DESCRIPTION CITY:
7 '�O( / /� ` L,p/ HA-AN600 TANK,AN600 245 NITROGEN REDUCTION I
/ E O �' P��P * , ✓ A 180055 TANK,AN600 245 PRETREATMENT I
Q + B 130002 SING STANDARD 2 TANK CONNECTING KIT i
C 100111 ASSEMBLY,RE-CIRCULATION 2415 COMPLETE AN600 i
/ I / � FF/R sCF°RFa SC F��F�
Nc
PLATFORM COMPLETE
E ECSO-30-L120-PLC EC50.30•L-13+
S.GT.M.#1000-50-1 -21 ro s
ek31,879.06 SQ.FT. TM
0.73 ACRES cFp 1
1`p� '�TF
15,285 S.F. LANDWARD OF BLUFF
0 N 0 q��S
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/ �OCS' ' "c ? ��✓ "` '• WELL APPROVED BY. SIGNATURE CIAM Rev. PART
ELEV. 37.7 cb / q <
os CLEAN e? E• / hya M.• etiod o5/1147' o HA—AN600
MIXED SAND I .- `� BASEMENT OUT IN F ��A �'Opd A
CONCR
LOAM FINES �ry� PX FORARRE
SANITARY\\ P MPAND ,pg? SYSTEM DESIGN
2' \ / /ld, ONTROLS , �. C
GROWN
LAYEY SANE `�' 0,/ e `�" OR N i `'
W/GRAVEL S C
IN LAYERS 31, N % 0 O�J� p?, �" ,, ,, �! ;' PIKE `'r/<r ° A/I SYSTEM W
WATER IN (p / �` PRO OSE _ / 4U 1 ISTING f �' '"c,�o 3�r�.. s
GROWN 0—
HEM 2.O EL. /00 WELL AT \�� / TO BE YI B�/ A� �"� 8� ` S
CLAYEY SANE �v SERVIC LI E REMOVED l ' Ch• 6 0
W GRAVEL S C /1 % CV ty �'� �'�: I is `��'�TjO �Sp aO�� 6 BEDROOMS
WI GRAVEL /,� (/ n{K l.,r I; ELECTRICAL / 'r*, ��
IN LAYERS /�- V l'Q ' I f CONNECTION IN / \
9 (� I/A HYDROACTION AN600
Q �•\/ �O\ �`,_,S V �'1��5 DUIT VENT �'` p `\lc b `~ W 0
58' +,�� �� ^� q�G S �� I F�'yfs INE / \ �. \ Z ..,.I
m� -�- r10,9 eR'�k FMo o �.\ •,\v, � �' LEACHING Z f=. �r
WATER IN �, �/ N 1 - p Ell 8 X16 DEEP LEACHING POOL W rn
BROWN ^� O� OV�� Q �•,\ / D 1 CA, HYDROACTIO LP A F/�CO
FINE TO V o 8'X4' / C/ AN600 8'X16' FR 9 �,�,� r , 0 N
COARSE SAND SW ^' v w� `� �� r 4, ��_;� �� Dw1 �/vOM��o�r�l�F U.P. \ [1 �i'X16' DEEP EXPANSION POOL V z
OFF/C �,.,�' >n 3w F�FcrgO�'O °�F DEPTH TO HEGW 20' C/) o I`
�� FiyO Rid UNb fir/ �'y CD r
64� 4v Va�� �' ./ 18X18' 1 �' c �.�6' k o� �F� ///ySrO$ ��r/ LL to
JUNE 10, 2020 ;o ` c 4OFF c` 'qs �'�� THE EXCAVATION FOR THE LEACHING POOL LL X
McDONALD GEOSCIENCE ' �oF 5 • �I MUST EXCAVATE TO G 0 0 D S 01 L CONDITIONS ° °�°
Olf
PROPOSED WATERBED 5 RFMO�Fo Nr�eF P SPIKE SW C 58 FEET BELOW GRADE B A C K F I L L O
PANEL SERVICE �v �'��, ' W �
WITH CLEAN SAND AND GRAVEL U)
CONCRETE AMP BREAKER e O�� O G PF 4J
r EX7V W1 RATED
COLLAR 24 XNCriDN Box BELow /Vr Mp O 'S2 � qY
EXCAVATION INSPECTION REQUIRED 2022 HYA,TT ROAD
SFOPPEl7 ENO Q4ADE av 9 Rr ti Rc S
PLUG SPRINKLEReox FOR SANITARY SYSTEM FMp0�UgFyrO �b�� O�oR P,
RISER COVER t: s AIM uF WOE BY HEALTH DEPARTMENT /,o , .
evRIM N CnW1r eF , RO FI�v \ S O U T H O L D, NY
FIBER JOINT SPIKE + , piQOMlh, tq,FTFCp40, PANTS VIEW #2 LLC q`C
Abandonment of the existing sanitary system must be InR4i'yOM TD �• ,6�° S.C.T.M.#1000-50-1-2 4 ^ ^ _(( o O/'1 0 _�
PACKING PLC CONTROL PANEL conformance with the Department's requirements, \ NF `Z 0 , 16,004.61 SQ.FT. O L`J(V" T1TL 1`.JI
CI SEWER PIPE WAP80 COMPRESSOR AiR PUMP Submit completed form Vv M�-080 as proof ��O,SO, .� \ .O�� 0.37 ACRES �
r AREA FOR HEALTH
(T)PICAL) ���5 pR0 00,,'l! qsa \I6, J/ S
i
DEPARTMENT APPROVAL STAMP
PVC PlA 0034 i'-
BLWD 5oR 3s ELECTRIC RISER DIAGRAM ; L P � r pNcF�Iv,0 14 '00 qY
70 SEPMC N.T.S. °Ggr�r <
FROM OWELUNO TANIK
S \
SUFrOLK COUNTY DCPARTMCNT OF HEALTH SERVICES
C.I. 600 PVC W1E Cl Td PVC PERMIT FOR APPROVAL OF CONSTRUCTION Fop,A
HOUSE ADAPTOR �/�4/p ,0OQ,� \ • •� \ STORM WATER SINGLE FAMILY RESIDENCE ONLY
4,1 Sp \ o
M � \ G e� DATE 6/1122 H S. PF. NO. R-21-2724
CLEAN OUT D ETA I L \ l~5 DRAINAGE DESIGN APPROVED i'r
FOR MAXIMUM OF 6 BEDROO">4S
`-
N S. EXPIRES THREE YEARS FROM DATE OF APPROVAL
.T.
• � o
N O DRIVEWAY APPROVED IN ACCORDANCE WITH g5/3 D Of
• CIO
\ REVIEW DETERMINATION DATED I
IAA . , . 0 3325sf X 2" — 554cf — DRAWN BY: JF/JP
• 7`,OO 'ti Dminn Profes;slona!'s Certincation Required.
554cf / 42.22 I f/cf -- 13.1 I f(� Submlt P. ,or R.A.Certifitnt!on For
WELL A The I7stalL,tion end Comstructlon of the Sewage Disposal System
RE R
r - PROPOSED Use Form WWM-073
JANUARY 27, 2022
14 If OF 8' DIA LEACHING
_�,�� ,��+Y i•. ;wok., "i. .�„
r' A'. f ["' HOUSE SCALE: AS NOTED
J
'f
4° 1800sf X 2" — 300cf
SHEET NO:
. ; . USE: [11 81 DIA X 40
DEEP = 169cf
sl = k, [11 8' DIA X 8' DEEP = 178 c f
347 c f
SITE PLAN POOL BACKWASH
SCALE: 1" = 20' Ell 6'D I A X 4' DEEP
�N93
SURVEY OF:
MAR 3 9 2026
PROPERTY LOCATED AT SOUTHOLD
TOWN OF SOUTHOLD
SuIl ➢I33g ��e , ffi g SUFFOLK COUNTY. NEW YORK
Town of Squlhc-+rN � S.C.T.M. # 1000-50-1-21
SCALE: 1"=40'
�O
NOTE: THE EXISTENCE OF RIGHT OF WAYS.
,•� WETLANDS AND/OR EASEMENTS OF RECORD
IF ANY. NOT SHOWN ARE NOT GUARANTEED.
6j o
o, S ,
1
6 S)00'F LAND N/F SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
o �/ GEORGE DANGAS APPROVAL OF CONSTRUCTED WORKS FOR
-•( POLEGov ASINGLE FAMILY RESIDENCE
3/312026 R-24-2724
FENCE Date H.S. Ref.No.
The sewage disposal and water supply facilities at this location have been
RF AC inspected and/or certified by this Department or other agencies and found
)O S le UNITS to be satisfactory FORA MAXIMUM OF 6 BEDROOMS.
V.
3 ELECTRIC JO.•'V�TfIAtJPAI,P.E.,CHIEF
Cee O��y m' 2h4 STOc Oflice of VVastewater Management
v 12 Qe k't0
ry ry Q m `
V F FF
tilJe 4 e9•� Zee �' 2 NCF
co V RF FENCE
2S R e 223 �o, �� AOO� T JV,1�� B.5'/N
pool.!`eiS
A c,�F qF w�RF x 36 oj40 2Cj
• 1\ SLATE NC I/A
LP
�C� WATERO �! O F ��
NOTE: WELL AND SERVICE�
SEPTIC SYSTEM LOCATION ��
BY OTHERS. B.O.H. REF. No. 65(os v
`~� X� PO
® ® OL
SEPTIC LOCATION 0' EO
0� oR��V�C .• �C.P. GEN. CV j \
'A' 'B' w
�<<
I/A 35 26.5
LP 53.5 36 \ WELL
WELL 107 98 LAND N/F '�'•-. I (�
PHILLIP LIM WEL coN
\ oR�Fw�YF
UNAUTHORUEO ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION O
OF SECTION 9299 OF TIE NEW YORK STATE EDUCATION LAW. \ I
COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED
OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. \
GUARANTEES OR CERTIFICATIONS 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 INSTITUTION
LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. 1S
GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL �� N�"Y J� SO•
0 INSTITUTIONS OR SUIBSEOUENT OWNERS. �P�' -J� A �O `J.0 O W
SURVEYED BY: V
PAUL BARYLSKI LAND SURVEYING
PATCHOGUE NY 11772 r a
PHONE 631-294-69B5 ��2 �' �� REEIAR
FAX 631-627-31B6 s Os07az
PAULBARYLSKIoYAH00.COM A N p Svc
OCTOBER 21. 2025
6069-FINAL
LEGEND PROJECT
� PROPERTY LINE SOUTHOLD
EXISTING 137 SF WOOD EXISTING 492 SF / RIGHT-OF-WAY LINE
DECK AND T-0"XT-0"SPA PARTIALLY COVERED / APPROX. 56 SF ,APPROX.459 SF PORTION OF 1ST
1900 HYATT RD PORTION B 1ST IFLOOR TO BE DEMOLISHED TO TOP RESIDENCE
TO BE REMOVED AND WOOD DECK TO BE .r / (
'� OWNER: GEORGE DANGAS �OF FOUNDATION AND PROJECT-LIMITING FENCE
REPLACED WITH 186 SF DEMOLISHED AND �� / FLOOR TO BE )
SAND PATIO REMOVED o / EXISTING 105 SF PERMANENTLY IRECONSTRUCTED OUTLINE OF PROPOSED
I S 6- REMOVED
' 1 - -/ BRICK PATIO S BE I ALTERATION, TYP. ------------------ EXISTING TO BE REMOVED
i I4°50'00' - 5,- / REMOVED a� 316..57' I WOOD RETAINING WALL PANTS VIEW LLC
E I SPIKE 2022 HYATT RD,
EXISTING TO REMAIN
�- -_ ,- 3.5s SOUTHOLD, NY 11971
RI�K'l -i -w Q --- U.P. F----------------- ------� ----------...-------------------•--- SCTM#1000-50-1-21
Q \ L 1__ I m-..o SHOWER i -, I o�
�� �E ___ALL _______ __� 0 3.0's OUTLINE OF PROPOSED ALTERATION
- -- __
3 G ----------------------
W00D1 i'4.8I I in w GEN. ' r 9.8'W
I, I g \ .........1-=-=-' `� --- - - 1 r•-- EXISTING PICKET FENCE
z W i_DEC*I' 35.1' 28.2' / 1 1a.4' ARCHITECT
m LLJN I.-_ , __ __ TO BE REMOVED
I !I ,�1 ~ 1 `- I _ % �, i INGROUND N
z ; \ - }-._ Y' i POOL EXISTING TO REMAIN
15.41 _; _ w 2 STY E R d
I I �I I Iz I IO I' N\ - ,�, I `Y" i o N FRAME DWELLING r N` ' '
_ 20.1___ i 11. ELIZABETH ROBERTS ARCHITECTS
o I I N \ \ 11.4'I BRI K i-w FFL 42.7 -�_ ;//' BAY I PERGOLA TO BE
I DECK =r-+/o #2022 = �� l _ BfICK PATIO I• 168 7TH STREET 3C
j - WOOD 0 i > ---_+J I tZ I I PERMANENTLY REMOVED
"I
-- 0.5' �4:6��G - I I - - - -- --- , C I BROOKLYN, NY 11215
T_ FLAG o o ,, i Q o , -.- �iN 718 504
(J� w0 I I, 0 '� F
POLE OQ W I SPA �' p F �� 5488
LL_ 5 __ _ GATE_____ EXISTING TO BE PERMANENTLY REMOVED
PERGOLA .
' ---------- J
PP TIMBER WA L I y r 4 _+ ------ 3�I
r---� GATE
mrS -- p.i \ LI L�_W---------�'C-� 0
O 1 I a w, n BALCONY ;22.3' ;py�J_ \ �� �- EXISTING RETAINING WALL
J O ' I I r 1 , / -_- --------_ _ I 6'� AND CURB TO BE REMOVED
CID 37"
N II 31,8079.0 ACRES PROJECT-LIMITING FENCE ........
- ............
- --�.•------------------------- ,
21.5'
.73
E�JCLOSED AREA='16,954 SF , I 39.2' EXISTING TO BE DEMOLISHED AND
STONE DRIVEWAY GARAGE: '� GARAGE TO BE
r RECONSTRUCTED/MODIFIED
___ I I O PERMANENTLY REMOVED
- t - --- ------ ----
GF 39.0
5 I R:'O.W. I I NEXISTING NEW CONSTRUCTION
I - I ° ,/ ---- ----- REMOVED SANITARY TO BE PLACED
M I - I --
i GRAVEL DRIVEWAY
I i PROVIDE OPENING IN i W L �' / I WITH I/A SYSTEM
EN AY
I I
4
STONEWALL I -- ----------
a- /
I SPIKE' I I ' SITE DATA
- ) 323.45
N 64°50'00" W I I i
EXISTING 175 SF JI z PERGOLA TO BE PROPOSED 762 SF COVERED PORCH EXISTING STONE AND GRAVEL LOT CODE EXISTING PROPOSED
BRICK PATIOS AND QI� DEMOLISHED AND ROOFED-OVER DECK TO BE DRIVEWAY TO BE REMOVED AND BUILDABLE LAND AREA 14,835 NO CHANGE
WALK REMOVED I z REMOVED DEMOLISHED. REPLACED WITH PERVIOUS '
Q I o 2070 HYATT RD EXISTING WELL TO COVERAGE % 20% 26.1% 21.1%
OWNER: PHILLIP LIM BE ABANDONED ENTRY TO HOUSE GRAVEL DRIVEWAY ( )
oI To BE MODIFIED. COVERAGE (SF) 3,871 3,134
1 EXISTING PLOT PLAN I� FRONTAGE 99.62' NO CHANGE
"=ao'o" I LLJ
HOUSE
MAX. HEIGHT 35' 25' NO CHANGE
FRONT YARD SETBACK 40' 69.5' NO CHANGE
SIDE YARD SETBACK 15'-20' 10.1' NO CHANGE
# OF BEDROOMS 5 6
/ LOT COVERAGE AREAS
/ EXISTING
/ 1900 HYATT RD NON--ROOFED NAME EXISTING PROPOSED
OWNER: GEORGE DANGAS SHOWER TO REMAIN HOUSE 1,853 SF 1,796 SF
NEW STEPS UP TO PROPOSED EXIST. ELEC. MET R OVERHEAD COVERED PORCH/WOOL) DECK 145 SF 762 SF
° o 1ST FLOOR ROOFED-OVER ELECTRICAL SERVICE WATERSIDE DECK PARTIALLY 492 SF -
_ Y __ _ - ` -- -- � -I \ WRAP-AROUND WOOD DECK , COVERED WITH PERGOLA
S 64 50 00 E -I - I II - 5 •9'1 0. 316. 57 WOOD RETAINING WALL SPA 49 SF
SPIKE
`� - DW ELEC LINE,_P_P•- 3.5 S - °' SPA DECK -
�I I, c 14 8.8' -- o SHOWER, ----- ---- - - -I --------------- ------ 0 3.O�S 137 SF
0.8'W.
Q \, =GEN. 6 x8 POOL 576 SF 576 SF
w I M 35.1' 28.2 - .4' PERGOLA OVER BRICK 226 SF
11 ! 1 + r 51
2 STY o INGROUND N GARAGE 393 SF -
o) ! I I jl 0 1 0 FRAME DWELLING I POOL O
Li Z� I Y d° FFL 42.7
o I N, j- o ' N #2022 28 2' I rn TOTAL 3,871 SF 3,134 SF
+� Q � 4.8' I 1,005 SF ON-GRADE (26.1%) (21.1%)
v>po-+ MASONRY PATIO
SAND +N 0.5'
S� I FLAG w00p I 'p PATIO ( co r ��' 05' 4.5
i
POLE wckLL. I +mot s I I -- SANITARY SYSTEM DESIGN
' q
Cv PPS TIMBPR WALL 9.3' v + ui 2:74 SF I ��
N I I
I I 11.8' `T�------------T� 5.3' mN-GRADIf
q °
BALCONY 22.3' MIASONRYI DW POOL BACKWASH A/I SYSTEM
)I �� I j Ii + 6'X 4'DEEP
31,879.06 SQ.FT. I i 6 I O I 6 BEDROOMS
PROJECT-LIMITIN FENCE ;% I I I w`� LP '�
�+ 0.73 ACRES E CLOSED AREA=16,954 SF ; M 8'X 16'
U� j' / I ! O I/A=HYDROACTION AN600
ct- I 4'-0"POOL CODE COMPLIANT
DID- J j I 100' TB CK-- - --- - -- - FENCE AND P.
II I I 1 O IA
i 3 - I o GATES, TY LEACHING ISSUE
° EP LE)_ [1] 8'X16' DEEP LEACHING POOL
-I--- - - X4' 8' 18 x 3 N
I;
cn [1] EXPANSION
8 X16 DEEP E P NSION P No DATE DESCRIPTION
v IJ` ' R.IO.W. I I NEW I/A SANITARY SYSTEM DEPTH TO HEGW 20 01 08/02/2021 DOB FILING
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PLOT PLAN NOTES USE: [1] 8' DIA X 4' DEEP = 169 CF SEAL AND SIGNATURE DATE: 08/02/2021
PLOT PLAN MAP INFORMATION TAKEN FROM SURVEY [1] 8' DIA X 8' DEEP = 178 CF
DONE BY KENNETH M WOYCHUK LAND SURVEYING, PLLC. 347 CF �,��FtED ARcy/ PROJECT#: 1922_HYATT RD
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SURVEY DATED: JUNE 3, 2020 DETAILS.
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NORTH ELEVATION - DEMOLITION
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Final review ed documents
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Date-
RELOCATED EXISTING SEAL AND SIGNATURE DATE: 08/02/2021
WINDOW
D ARC, PROJECT#: 1922_HYATT RD
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NORTH ELEVATION - PROPOSED * K BY: AV
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NET 0386E ��� DRAWING NO:
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NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HISMER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
EXISTING CHIMNEY PROJECT
-� CAP TO BE REPLACED
T.O. ROOF --- - -- --- -- -- ----- ---- --- - - - -� �'�------ -- --- --- -- ---- - - - - - - - - --- -- - - — - -- -- --- - - - - -- - -- -- SOUTHOLD
I
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BASEMENT FLOOR ---- -- -- -- ----- - -- - - -- --- - --- - - - - - -- -- -- - -- ------- - - --
-T-7"
WEST ELEVATION - DEMOLITION
0.
NEW CHIMNEY CAP
T.O. ROOF ----- - --- - - -- - -- - -- - - - - - - -- ... -- - -- --- --- ------ - - - -- - ------ - - - - - -- - -
- -� - ---
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NEW BOILER FLUE
LOCATION
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jh ATTIC FLOOR ---- -- -- -- ----- - - - ---- - - - -- ------ - ---- - - ----- -- -
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EXISTING
I I I, I II I'l i
o' -- ISSUE
1 01 NEW CASING FOR j
0" 00 RELOCATED BOILER h'I
NO. DATE DESCRIPTION
FLUE. REVIEW WITH
ARCHITECT ONSITE - - - -
- NEW BALCONY AND 01 08/02/2021 DOB FILING
0 o RAILING
ih
SECOND FLOOR
111111-1 I -
+9'-7 1/2" M - -
I
- _ NEW 6X6 WOOD
NEW WOOD DECK AND j POSTS FOR NEW
RAILING -- - DECK AND ROOF, SEE TITLE
BUILDING SECTION
4' MAX 105 104 103 102 N ROSTRUCTURAL
SPACING,TYP. ,, ;, EXISTING
M II � i Ij �II
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FIRST FLOOR
_ --- _ _ --__--_ __ �� -- - _ -- _ __ -- -- __ _ ELEVATION Bldg
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NEW WOOD LATTICE
BETWEEN COLUMNS
i; 006 SEAL AND SIGNATURE DATE: 08/02/2021
�10
v ARG' PROJECT#: 1922_HYATT RD
BASEMENT FLOOR DRAWING BY: CM
- - - - - _ -_ - _ - _ - - - _ _ _ � v
* r * CHECK BY: AV
WEST ELEVATION - PROPOSED N9 038683 p0� DRAWING NO:
A-203.00
1/4"= 1'-0"
F pF NEJ�
NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITEICT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTEREID BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
Generated by REScheck-Web Software P R_0 J E C T D E S C R I P T 1 O N D E M 0 L I T 1 O N IN 0 T E S LIST OF DRAWINGS
� PROJECT
Compliance Certificate ALTERATIONS TO AN EXISTING SINGLE FAMILY HOUSE AS PER PLANS 1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF T-100.00 NOTES, PLOT PLAN, DRAWING LIST
SUBMITTED. WORK INCLUDES INTERIOR ALTERATIONS AND NEW COVERED ALL-APPLICABLE FEDERAL, STATE AND LOCAL SAFETY AND HEALTH GN-100.00 PROPOSED PLOT PLAN + SITE DATA SOUTHOLD
PORCH. REGULATIONS REGARDING THE DEMOLITION OF STRUCTURES INCLUDING DMA 00.00 BASEMENT FLOOR DEMOLITION PLAN
Project 2022 Hyatt Rd. House Renovation ANSI/NFPD 241- BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS. DMA01.00 1ST FLOOR DEMOLITION PLAN
G E N E R A L N 0 T E S 2. THE CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION DMA 02.00 2ND FLOOR DEMOLITION PLAN RESIDENCE
Energy Code: 2018 IECC AND REMOVAL INDICATED ON THE DRAWINGS AND AS MAY BE REQUIRED BY
Location: Southold, NeIN York DMA 03.00 ROOF DEMOLITION PLAN
Construction Type: Single-family 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE TOWN OF THE WORK. ALL WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A A-001.00 PROPOSED FOUNDATION PLAN PANTS VIEW LLC
Project Type: Alteration SOUTHOLD BUILDING CODE, FIRE DEPARTMENT REGULATIONS, UTILITY SYSTEMATIC MANNER. A-10000 PROPOSED BASEMENT FLOOR PLAN 2022 HY'ATT RD.
.
Climate Zone: 4 (5572 HDD) COMPANY REQUIREMENTS, AND BEST TRADE PRACTICES. 2. THE CONTRACTOR SHALL PROVIDE INTERIOR SHORING, BRACING, OR SOUTHOLD, NY 11971
Permit Date: A-101.00 PROPOSED 1ST FLOOR PLAN
2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE AND OBTAIN TEMPORARY SUPPORTS; TO PREVENT MOVEMENT, SETTLEMENT OR SCTM#1000-50-1-21
Permit Number: A-102.00 PROPOSED 2ND FLOOR PLAN
ALL REQUIRED PERMITS AND ALL OTHER APPROVALS AS REQUIRED, AND PAY COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND CONSTRUCTION TO
Construction site: owner/Agent: Designer/contractor: A-103.00 PROPOSED ROOF PLAN ARCHITECT
ALL FEES REQUIRED BY THE GOVERNING NEW YORK STATE AGENCIES. REMAIN.
3. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE 3. THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION A-200.00 EXISTING + PROPOSED SOUTH ELEVATION
A-201 A-202.00 EXISTING + PROPOSED NORTH ELEVATION.00 EXISTING + PROPOSED EAST ELEVATION
. _+'� LOCAL AUTHORITIES. THE CONTRACTOR SHALL COMPLY WITH ALL TOWN, FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK. E R b
k ` - STATE, AND FEDERAL REGULATORY AGENCIES HAVING JURISDICTION OVER THE ALL OPENINGS IN ANY WIALL OR ROOF SHALL BE PROTECTED FROM ALL
A-203.00 EXISTING + PROPOSED WEST ELEVATION ELIZABETH ROBERTS ARCHITECTS
WORE - FORMS OF WEATHER OR WATER PENETRATION. 168 7TH STREET 3C
Slab-on-grade tradeoffs are no longer considered in the UA or perlformance compliance path in REScheck.Each slab-on-grade
4. THE DNTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL 4. REMOVE ALL PARTITIONS AS INDICATED ON THE DRAWINGS WITH DASHED A-300.00 PROPOSED SECTIONS BROOKLYN, NY 11215
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. CONDI. DNS AND MATERIAL WITHIN THE PROPOSED CONSTRUCTION AREA. THE LINES. REMOVE ALL INTERIOR FINISH SURFACES AND ALL TRIM, ETC. - =EXTERIOR
D S H DULES 718 50415488
CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING 5. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL FULLY A-4ILS
elope AssembliesFOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL A-4R DIAGRAM ,
Envelope - I
RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE RESPONSIBILITY FOR DAMAGE INCURRED OUTSIDE SCOPE OF WORK AND
,.
. EXECUTION OF THE WORK. THE CONTRACTOR SHALL TAKE ALL NECESSARY SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO THE
Roof:Cathedral Ceiling 2,70l8 38.o a.o o.ozs o.oz6 6s 7o PRECAUTIONS TO INSURE THE SAFETY OF THE BUILDING, ITS OCCUPANTS AN OWNER. "PROVED AS MUTED!
North Wall-Main House:Wood Frame, 16"o.c. 69f6 20.0 5.0 0.044 0.060 27 36 THE GENERAL PUBLIC DURING CONSTRUCTION. 5. PREVENT DAMAGE TO STRUCTURAL ELEMENTS. NO STRUCTURAL VA .1� -92-®,p f
Window 11-Wood Frame 5. ALL WORK SHALL BE DONE IN A FIRST-CLASS WORKMANLIKE MANNER BY ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED ARE 9/�/
l 5 0.500 o.3zo s 5
SHGC: 1.00 MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. ADEQUATELY SUPPORTED BY EITHER TEMPORARY SHORING OR NEW
DEPART
Window W3:
11.00Wood Frame 219 0.500 0.320 15 9 6. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED YET NECESSARY FOR STRUCTURAL ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND NOTIFY
65.180 8A TO
O TAT
631765.1�2 CAM To 4PM FOR THE
Window W21:Wood Frame 1,4 0.290 0.320 4 4 PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED IN INTEGRITY OF THE EXISTTING STRUCTURE. ALL WALLS TO BE DEMOLISHED FOLLOVVINGINSPECTIONS: - -
SHGC:0.30 THE WORK AND THE AGREED COST OF THE WORK AS IF THEY WERE INDICATED SHALL HAVE FINISHES R �'EMOVED AND STRUCTURE INSPECTED BEFORE I• AMN•TWO REOMM
SHGC:0.30 IN THE DRAWINGS. COMPLETE REMOVAL. FM
I MURED CONCRETE
Window W22:Woo tame L'2 0.290 0.320 3 4 Z. ROtl�Pf•FRAMiNG�►PtaJM81NQ
ndow
SHGC:30"Wood Frame 2:3 o.z90 0.320 7 7 7. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONAL INFORMATION. USE 6. NO CUTTING OR CHANNELING ALLOWED IN HEAVY TIMBER FRAMING.
North Wall-Pool Room:Wood Frame,16"o.c. 23,2 20.0 5.0 0.044 0.060 6 9 ONLY WRITTEN DIMENSIONS. IN THE EVENT OF A CONFLICT BETWEEN 7. REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND MECHANICAL 4 Fl"&-CQNSTRtXnMM=
Window W4:Wood Frame 2:2 0.310 0.320 7 7 DIMENSIONS OR BETWEEN DIMENSIONS AND FIELD CONDITIONS, NOTIFY THE EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS. REMOVED PIPES BECWPLM CLM
SHGC:0.22 ALL CONSTRUCTIM SKMLryM
Window W5:Wood Frame 2:2 0.310 0.320 7 7 ARCHITECT BEFORE PROCEEDING WITH THE WORK. AND/OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR REQUI EMMMOF 1rzCOO�SOF"
SHGC:0.22 8. ALL DIMENSIONS ARE FROM FINISH FACE TO FINISH FACE UNLESS BELOW FINISH SURFACES, AND SHALL BE PROPERLY CAPPED OR PLUGGED. YORK STATE NOT RESPONSism Fon
Window W6:Wood Frame 2;2 0.310 0.320 7 7
SHGC:0.22 OTHERWISE NOTED OR SHOWN. 8. REMOVE ALL PLUMBING FIXTURES AND ALL BRANCH WATER, WASTE, AND DC SIGN ORCONSiRUC ME
Window W7:
0.22 9.
Frame 2:2 0.310 0.320 7 7 9. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GAS PIPING MADE OBSOLETE BY THIS WORK. --- --
East Wall-Main House:Wood Frame, 16"o.c. 3459 20.0 5.0 0.044 0.060 12 16 CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF 9. REMOVE ALL ELECTRIC CONDUIT, WIREMOLD, BOXES, AND FIXTURES,
Door 100:Solid Door(under 50%glazing) 2:1 0.300 0.320 6 7 ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. NO CHANGES OR DISCONNECT EXISTING (CIRCUITS AT PANEL. OCCUPANCY UI
SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION OF THE 10.KEEP PASSAGE WAYS AND EXTERIOR SPACES CONTINUOUSLY CLEAN. :
Project Title: 2022 Hyatt Rd. House Renovation Report date: 06/09/22
Data filename: Page 1 of 3 ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS 11.THE CONTRACTOR ATFALL TIMES SHALL KEEP THE PREMISES FREE FROM SE �� UN�Al�(FU� Pit-W YORK STATE & TOWN CODE,,
NOT REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB ACCUMULATION OF WASTE MATERIALS, DEBRIS OR RUBBISH CAUSED BY HIS AS (REQUIRED AND CONDITIONS C
wok
7777777 ,.
CONDITIONS. OPERATIONS. DEBRIS SMALL BE REMOVED BY THE CONTRACTOR AS THE JOB �r�ITI�®UT CERTIFICATE ��� SOUTHOLD TOWN ZBA
' .. 10.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL PROCEEDS. AT THE COMPLETION OF THE WORK, HE SHALL REMOVE ALL HIS OF OCCUPANCY SOUTHOLGTOWNPLANNINGBOr
Window W14:Wood Frame , 1.4 0.290 0.320 4 4 DIMENSIONS REQUIRED FOR OTHER TRADES, PLUMBING, ELECTRICAL, ETC. WASTE MATERIALS FROM AND ABOUT THE PROJECT AS WELL AS ALL HIS
SHGC:0.30
Window W23:Wood Frame 11.VERIFY DIMENSIONS GIVEN BEFORE BEGINNING WORK, AND NOTIFY TOOLS, CONSTRUCTION( EQUIPMENT, MACHINERY AND SURPLUS MATERIALS. o•,?' tX SOUTHOLD TOWNTRUSTE.7S
Window
.30 1:2 0.290 0.320 3 4 °� 1H. NJ
SHGC: ARCHITECT OF DISCREPANCIES WHICH WILL ADVERSELY AFFECT THE WORK. UTILITIES MUST BE AVAIILABLE AT ALL TIME. �" arll�,hv 0 N.'i.�.DEC
Window W24:Wood Frame 1:2 0.290 0.320 3 4 r''stalTed,replaced or
SHGC:0.30 12.WHERE THE ALTERATIONS OCCUR, OR NEW AND OLD WORK JOIN, THE 13. IF THE CONTRACTOR. FAILS TO CLEAN UP AT THE COMPLETION OF THE rz""=red shall eonforr,
Window W25:Wood Frame 1.2 0.290 0.320 3 4 IMMEDIATE SURFACES CEILINGS, WALLS, AND ALL FINISH TRIM SHALL BE CUT, WORK, THE OWNER MAY DO SO AND THE COST THEREOF SHALL BE RETAIN STORM WATER RUNOFF
SHGC:0.30 to Chapter 172
Window W28:Wood Frame 19 0.290 0.320 3 3 REMOVED, PATCHED, REPAIRED, OR REFURBISHED AND LEFT IN AS GOOD A CHARGED TO THE CONTRACTOR. Of the Town Code PURSUANT TO CHAPTER 236
SHGC:0.30 CONDITION AS EXISTED PRIOR TO THE COMMENCEMENT OF WORK. OF THE TOWN CODE.
East Wall-Pool Room:Wood Frame,16" o.c. 15;3 20.0 5.0 0.044 0.060 3 4 SMOKE AND CARBO N M O N O X I D E
Window W8:Wood Frame 8,7 0.310 0.320 27 2s CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF DRAWINGS, DETECTOR NOTES
SHGC:0.22 CONSTRUCTION SKETCHES, AND SUB-CONTRACTOR SHOP DRAWINGS AT THE _ {
East Wall-Sun Room:Wood Frame, 16"o.c. 666 20.0 5.0 0.044 0.060 2 3 JOB SITE AT ALL TIMES.� ..... ,.. ... .,
1. A SINGLE STATION SIMOKE DETECTOR SHALL BE INSTALLED IN EACH PLUMBER CERTIFICATION
Window W16:Wood Frame
SHGC:0.30 21 0.290 o.3zo 6„ 7 13. CONTRACTOR SHALL CARRY LIABILITY INSURANCE TO PROTECT OWNER AND - ON LEAD CONTENT BEFORE
LOCATION SPECIFIED ON THE PLANS AND IN EACH OF THE LOCATIONS
South Wall-Main House:Wood Frame,1.6"o.c. 3918 20.0 5.0 0.044 0.060 14 18 ARCHITECT; AND WORKMAN'S COMPENSATION IN AMOUNTS AS REQUIRED BY CERTIFICATE OF OCCUPANCY
DESCRIBED BELOW. SUICH DEVICE SHALL BE DESIGNED AND INSTALLED SO
Window Wl:Wood Frame 2f6 0.290 0.320 8 8 LAW. COMPLETED INSURANCE COVERAGE AND WORKMEN'S COMPENSATION TRUSS PLACARDING REQUIRED SOLDER USED IN WATER
SHGC:0.30 AS TO DETECT SMOKE AND ACTIVATE AN ALARM BE REASONABLY FREE
Window W9:Wood Frame INSURANCE COVERING ALL EMPLOYEES OR PERSONS SHALL BE MAINTAINED SUPPLYSYSTEM CANNOT
6:l 0.310 o.3zo 19 zo � FROM FALSE ALARMS AND PROVIDE VISIBLE INDICATION THAT THE ALARM IS
SHGC:0.22 AS LONG AS THE CONTRACTORS OR SUBCONTRACTORS ARE ENGAGED IN THE EXCEED 2110 OF 1% LEE n.
Window W15:Wood Frame 44 0.290 0.320 1 1 ENERGIZED. SUCH DEVIICE SHALL BE DIRECTLY CONNECTED TO THE �. ...,» ="°O•^
SHGC:0.30 PERFORMANCE OF THEIR WORK. THE COMPLETED OPERATIONS COVERAGE LIGHTING CIRCUIT OF THE DWELLING OR ROOMING UNIT WITH NO
WILL BE MAINTAINED FOR ONE-YEAR AFTER COMPLETION OF ALL WORK. PLUMBING
South Wall-Pool Room:Wood Frame,16"o.c. 2616 20.0 5.0 0,044 0.060 8 11 rn - �
Window W10:Wood Frame INTERVENING WALL SWATCH AND SHALL PROVIDE A WARNING SIGNAL �,,,
SHGC:0.22 2:2 0.310 0.320 7 7 14. CONTRACTOR SHALL FULLY GUARANTEE FOR A PERIOD OF ONE YEAR HIS tcstin' f(; -rC;►* p:LL FLUMS!NG WASTE
CLEARLY AUDIBLE & VISIUAL IN ALL SLEEPING QUARTERS WITH INTERVENING gik,"f1%TER I I. t.Vr
Window Wll:Wood Frame WORK AND THE WORK OF HIS SUBCONTRACTORS. B��o„�CO
Window
SHGC:0.22 2:2 0.310 0.320 7 7 DOORS CLOSED. CORD �CONNECTED INSTALLATIONS OR SMOKE DETECTORS ��'
Window W12:Wood Frame 15. PAVING AND ROOFING SHALL BE GUARANTEED FOR TWO YEARS.
2:z o.310 0.320 7 7 WHICH RELY EXCLUSIVELY ON BATTERIES ARE NOT PERMISSIBLE. SUCH
SHGC:0.22 � I IC
16. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER DEVICES SHALL EITHER BE APPROVED OR LISTED BY AN ACCEPTABLE { c"• •*� ^
Window W13:Wood Frame Must pm !de I-Aanu is
SHGC:0.22 2:2 0.310 0.320 7 7 AND ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL TESTING SERVICE OR LABORATORY. s � 4
CLAIMS DAMAGES LOSSES AND EXPENSE INCLUDING ATTORNEYS' FEES '�` �'`C `� SEt� r N � '
South Wall-Sun Room:Wood Frame,lE"o.c. i1S9 20.0 5.0 0.044 0.060 3 5 �L•Y- � I_
2. HARDWIRED CARBONV MONOXIDE DETECTORS SHALL COMPLY WITH rsncrgy Cody .. L
Door 201:Glass Door(over 50%glazing)
SHGC:0.22 4:2 0.310 o.3zo 13 13 ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE WORK PROVIDED LOCAL LAWS.
E.l1LDIPd ;i '
West Wall-Main House:Wood Frame,16"o.c. 64;7 20.0 5.0 0.044 0.060 16 22 SUCH A CLAIM, DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY 3. THEY SHALL BE PROVIDED AS FOLLOWS: T0k
Door 006:Glass Door(over 50%glazing) T5 0,310 0.320 11 11 INJURY, SICKNESS OR DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION - IN EVERY DWELLING UNIT WITHIN FIFTEEN FEET OF THE PRIMARY
SHGC:0.22 OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS 'm "' ...._. '., . R
Door 103:Glass Door(over 50%glazing) 4:2 0.310 0.320 13 13 ENTRANCE OF EACH ROOM USED FOR SLEEPING PURPOSES, ISSUE R
SHGC:0.22 OF USE RESULTING THEREFROM AND (B) IS CAUSED IN WHOLE OR IN PART BY - WITHIN EACH ROOOM USED FOR SLEEPING PURPOSES
Door104:Glass Door(over 50%glazing) 4:z 0.310 0.320 13 13 ANY NEGLIGENT ACTOR OMISSION OF THE CONTRACTOR OR SUBCONTRACTOR. NO. DATE DESCRIPTION
SHGC:0.22 - WITHIN EACH STCORY OF THE DWELLING UNIT INCLUDING THE
Door 105:Glass Door(over 50%glazing) ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE 01 06/14/2022 DOB SUBMISSION 1
SHGC:0.22 a2 0.310 o.3zo 13 13 BASEMENT AND CELLAR.
Window W18:Wood Frame FOR WHOSE ACTS OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT 4. SMOKE ALARMS SHALL BE BE INTERCONNECTED IN SUCH A MANNER THAT 02 09/19/2022 DOB SUBMISSION 2
SHGC:0.30 140.290 0.320 4 4 IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER.
Window W19:Wood Frame THE ACTIVATION OF ONE ALARM OR DETECTOR WILL ACTIVATE ALL OF THE _
SHGC:0.30 14 0.290 0.320 4 4 17. ALL MATERIALS REQUIRED SHALL BE NEW AND OF THE BEST QUALITY OF ALARMS OR DETECTORS IN EACH DWELLING UNIT IN ACCORDANCE WITH
Window W20:Wood Frame 14 0.290 0.320 4 4 THE KIND SPECIFIED. THE CONTRACTOR SHALL SUBMIT ALL PRODUCT -
SHGC:0.30 LOCAL LAWS.
Window W26:Wood Frame (9 0.290 0.320 3 3 WARRANTIES AND SHALL WARRANTY ALL WORK AS PER NEW YORK ---
SHGC:0.30 RESIDENTIAL BUILDING CODE.
SIndow HGC:0.22 18.
Wood Frame 6:5 0.310 o.3zo zo 21 18. ALL MATERIALS ASSEMBLIES AND METHODS OF CONSTRUCTION INCLUDING TITLE
West Wall-Sun Room:Wood Frame, 16"o.c. 6f6 20.0 5.0 0.044 0.060 z 3 BUT NOT LIMITED TO FORMWORK, FRAMING, NAILING, BLOCKWORK, AND F E M A N 0 T E
Project Title: 2022 Hyatt Rd. House Renovation Report date: 06/09/22 PLACING OF CONCRETE ARE TO BE SUPERVISED BY THE CONTRACTOR TO NOTES , PLOT PLAN ,
Data filename: Page 2 of 3 ENSURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ACCORDING TO FLOOD INSURANCE RATE MAP FOR SUFFOLK COUNTY, NEW
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS YORK, TOWN OF SOUTHOLD - 360813, PANEL 0154H, THIS PROPERTY IS NOT
AND SPECIFICATIONS MUST BE AUTHORIZED BY THE ARCHITECT. LOCATED IN AN AREA THAT MAY BE AFFECTED BY TIDAL WETLANDS, DRAWING LIST
1 __. . � � FRESHWATER WETLANDS, COASTAL EROSION HAZARD AREA, COASTAL
Window W17:Wood Frame 19. ALL WORK IS SUBJECT TO THE FINAL APPROVAL OF THE ARCHITECT.
21:1 o.z90 o.3zo 6 7 20. THE CONTRACTOR SHALL SUBMIT TO THE DESIGNER ALL FABRICATION SHOP FLOOD ZONE WITH VELOCITY HAZARD (WAVE ACTION), AREA TO BE
Compliance Statement: The proposed building design described there is consistent with the building plans,specifications,and other DRAWINGS AND FIXTURE CUTS FOR REVIEW. PROTECTED BY 1% ANNUAL CHANCE FLOOD BY A FEDERAL FLOOD
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. 21. THE PREMISES SHALL BE KEPT REASONABLY CLEAN AT ALL TIMES. THE PROTECTION SYSTEM UNDER CONSTRUCTION, OR SPECIAL FLOOD HAZARD
CONTRACTOR SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE AREA.
Name-Title Signature Date MATERIALS FOR ITS OR SUBCONTRACTORS' WORK. AT THE COMPLETION OF SEAL AND slGrvATURE DATE: ": -.- --- _, -
19/2022
WORK CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS, TOOLS, RUBBISH,
ETC. CLEAN ALL GLASS AND LEAVE WORK BROOM CLEAN. TABLE R 3 0 1 2'. ( 1 ) - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT#: 1922_HYATTRD
22. PLUMBING AND ELECTRICAL WORK WILL BE CARRIED OUT BY EXPERIENCED RED A'RC,y -- --- -------
PROFESSIONALS, LICENSED IN THE FIELDS, AND SHOULD MEET ALL LOCAL CLIMATE ZONE 4 ���`� 1H R'oe� �� DRAWING BY: CM -
GOVERNING CODES. ELECTRICAL PLANS WILL BE FILED WITH THE ELECTRICAL �ti., ,�
CONTROL BOARD. LICENSED PLUMBERS AND ELECTRICIANS SHALL ARRANGE �` u' CHECK BY: AV
GROUND SNOW WIND SPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD FLOOD * "
FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN OFFS. LOAD CATEGORY TEMPERATURE UNDERLAYMENT HAZARDS -
23. THE ARCHITECT HAS NOT BEEN RETAINED TO PROVIDE SUPERVISION. WEATHERING FROST LINE TERMITE DECAY DRAWING NO:
�, ^� �� (
t� , zip_-
24. THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE AND DEPTH y � o386a T_ 00.00
o■00
Project Title: 2022 Hyatt Rd. House Renovation Report date: 06/09/22
BELIEF AND PROFESSIONAL JUDGEMENT ARE IN COMPLIANCE WITH HE 45 PSF 130 MPH B SEVERE 3'-6" SLIGHT TO SLIGHT TO 11 YES NON FLOOD
OF N�
Data filename: Page 3 of 3 RESIDENTIAL CODE OF NEW YORK STATE. MODERATE MODERATE PRONE I
NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
LEGEND PROJECT
/ PROPERTY LINE SOUTHOLD
EXISTING 137 SF WOOD EXISTING 492 SF / RIGHT-OF-WAY LINE
DECK AND 7'-0"X7'-0"SPA PARTIALLY COVERED / APPROX.56 SF APPROX.459 SF PORTION OF 1ST
TO BE REMOVED AND WOOD DECK TO BE yr / 1900 HYATT RD PORTION B 1ST FLOOR TO BE DEMOLISHED(TO TOP RESIDENCE
�� OWNER: GEORGE DANGAS FLOOR TO BE OF FOUNDATION)AND PROJECT-LIMITING FENCE
REPLACED WITH 186 SF DEMOLISHED AND / PERMANENTLY RECONSTRU TED
Q0 SAND PATIO REMOVED yo / EXISTING 105 SF REMOVED OUTLINE OF PROPOSED
k o N N v' �� BRICK PATIO TO BE I ALTERATION,TYP. ----------------- EXISTING TO BE REMOVED
I S 64'50'00' E `�' } N N N N N 6 �5, REMOVED N , I PANTS VIEW LLC
l 1100 316.5 7 WOOD RETAINING WALL SPIKE EXISTING TO REMAIN 2022 HYATT RD.
ID 00_ I r- o U.P. '4L3�
ILK i Q o SHOWER ---- I r----------------_ ----- - SCOTM#110 0 50-1 21UTHOLD, NY 71
I - T, I pP�_,_z - -_ � ------- -- 8' I •- OUTLINE OF PROPOSED ALTERATION
WOOD f �r L� GEN. --cr
_w 35.1' 28.2' -- - 0 12.4' EXISTING PICKET FENCE ARCHITECT
I DECKI ---- 1
TO BE REMOVED
CT
05
INGROUND i I' N E R b
- --� ' I I POOL I. EXISTING TO REMAIN
I I
�( ! I Z N 15.41 _: _��w `r 2 STY I I j I I it �
O I • f BRICK ' C) N FRAME DWELLING �,N 20.1'__ i I I i i, � ELIZABETH ROBERTS ARCHITECTS
I N I WOOD 1�4'f rO �w FFL 42.7 I i BAY i , B41CK PATIO PERGOLA TO BE
® - _ - _ 1 168 7TH STREET 12
II, DECK - ` -��0 0 5, #2022 1 �G��J --i I I IEZ `/ i PERMANENTLY REMOVED BROOKLYN, NY 11215
! FLAG o WOO O I �� ,'p� , '; F ; I 1 l '� E r-J i) 718 504 5488
POLE D �yq�K I SPA w �p� L_- I P � i i X EXISTING TO BE PERMANENTLY REMOVED
� ----
N ''
^ ' W P�� ,i v,/w N ri I 5 �Oi \\ \L-----------` GATE----- 1 ----- J
N Z IM R ALL I -- �+.L \ \�_________-, I r-= GATEI
• I c 1 1.8' K ---- ------ O 1 I -------- ,1 I L�_ Q _ J I C_�I p
O I �,BALCONY ;22.3' �\ --------�� I L __ _ _ ~-� EXISTING RETAINING WALL
O 1 I I F w- �� CP I * ---37 - - - -�16`�I AND CURB TO BE REMOVED -
�I<•� 21.5
31,879.06 SQ.FT. I -- --re+------ a------- \\ '
OJ T-LI ITIN FEN E
0.73 ACRES E CLO D A EA= 16,9 SF ¢' \\�` 39 EXISTING TO BE DEMOLISHED AND
GF R39 0 GARAGE TO BE RECONSTRUCTED/MODIFIED
�
STON DRIVEWAY PERMANENTLY O TLY REMOVED
O
T
EXISTING SANITARY TO BE + + + + + + + + + + + + NEW CONSTRUCTION
I N �' f W L / GRAVEL DRIVEWAY �� I REMOVED AND REPLACED . + + + + +
it P OV DE O ENI GIN �Q) ( WITH I/A SYSTEM
® E C AY II i
I I� STONEWALL
CD ,� ,� 'u co I o N N O �� I 32 v'6, w j 323.45
SPIKE S I T E D A T A
N 64°50 OO W I EXISTING 175 SF If PERGOLA TO BE PROPOSED 762 SF COVERED PORCH EXISTING STONE AND GRAVEL LOT CODE EXISTING PROPOSED
BRICK PATIOS AND QI DEMOLISHED AND ROOFED-OVER DECK TO BE DRIVEWAY TO BE REMOVED AND BUILDABLE LAND AREA 14,835 NO CHANGE
WALK REMOVED I Z REMOVED DEMOLISHED. REPLACED WITH PERVIOUS o 0 0 0
COVERAGE 26.1 /0 21.1 /o
Q I O 2070 HYATT RD EXISTING WELL TO ENTRY TO HOUSE GRAVEL DRIVEWAY (/0) 20/0
O OWNER: PHILLIP LIM BE ABANDONED _
EXISTING PLOT PLAN Io TO BE MODIFIED. COVERAGE (SF) 3,871 3,134
1 1"=20'-0" 1w FRONTAGE 99.62' NO CHANGE
HOUSE
MAX. HEIGHT 35' 25' NO CHANGE
FRONT YARD SETBACK 40' 69.5' NO CHANGE
SIDE YARD SETBACK 15'-20' 10.1' NO CHANGE
# OF BEDROOMS 5 6
/ LOT COVERAGE AREAS
/ EXISTING NAME EXISTING PROPOSED
y / 1900 HYATT RD NON-ROOFED
OWNER: GEORGE DANGAS SHOWER TO REMAIN HOUSE 1,853 SF 1,796 SF
yO NEW STEPS UP TO PROPOSED EXIST. ELEC. METER OVERHEAD COVERED PORCH/WOOD DECK 145 SF 762 SF
(_0 00 A 1ST FLOOR ROOFED-OVER ELECTRICAL SERVICE WATERSIDE DECK PARTIALLY 492 SF -
t co o N �0 � '� 3 40 �s� `� WRAP-AROUND WOOD DECK I
S 64°50'00' E o N �- I N N N N`�`� In In 0' `�� ! COVERED WITH PERGOLA
$ 0• � 316.5 7' WOOD RETAINING WALL SPIKE
_ . . _ _ . . l SPA 49SF -
i - +� - 5-s
E�Ec_ LIN ._- SPA DECK 137 SF -
4 8.8' o SHOWER -_____..-_D ___.._. _._.__ {-__.._-.___.___.._.___.._..__. ._._._._..__..-.._._.._.o..--OB
Q -=GEN. POOL 576 SF 576 SF
f i I c) f ++++ 35.V 0 28.2 1 .4' PERGOLA OVER BRICK 226 SF -
+ I "' + + 69.5'
f p : I z ~ b I + + IN ND
+ FRAME LING `�° I POOL
q DW Cp GARAGE 393 SF -
/ p� I f +�� FFL 42.7
N f >"+ N #2022 2$2' I TOTAL 3,871 SF 3,134 SF
I +8
• O I O (A�+ +
N ` 0 0 jII I
1,005 SF ON-GRADE (26.1%) (21.1
)N f +Wig . 4.e
+ + MASONRY PATIO
° O SAND + 5' 05
FLAG OO PATIO U + 4.5
POLE +++ + SANITARY SYSTEM DESIGN+
' �lj P�� IM R A L +9.3' N 1 ,� + `8 274 SF
O + + A 11.8' ------------ j 5. ON-GRADd
p� I
BALCONY + MASONRYI 17O DW POOL BACKWASH A/I SYSTEM
+ + + + 1 i 22.3'
I �
N . 0.9 + + ;, + + . + + + + I �6� 6'X4' DEEP
+ + + I + + +,�+ + +
I 31,879.06 SQ.FT. I OJ T-LI ITIN FE E O I LP 6 BEDROOMS
N. 0.73 ACRES E CLO D A EA= 16,9 SF z; M B'X16'
. O I/A=HYDROACTION AN600
4'-0"POOL CODE COMPLIANT
Tom, I� 100'V1 T I O FENCE AND GATES,TYP..1 LEACHING 9m,F.,- ,. .- ..,_. _ . ., :, ,... .: •mm.
i I ISSUE
I I m ,
° 3 EP EXPANSION POOL
_ D x > _ _ _ N [1] 8X16 DEEP LEACHING POOL
X4' 8'3 - '
[1] 8'X16' DE NO. DATE DESCRIPTION
v ..
5' R O.W, I NEW I/A SANITARY SYSTEM DEPTH TO HEGW 20' 01 06/14/2022 DOB SUBMISSION 1
04 02 09/19/2022 DOB SUBMISSION 2
_._.._.._. -._.._ ._.._.._._._.___.. _.__..__..
I E CP ov DE o ENI GAY i _._.-..
(- ------------ --o-----"------- THE EXCAVATION FOR THE LEACHING POOL MUST
® I LOCATION OF NEW WELL W/ EXCAVATE TO GOOD SOIL CONDITIONS SW @ 58 FEET
I f PROTECTIVE BOLLARDS.WELL BELOW GRADE & BACKFILL WITH CLEAN SAND AND
SPIKE TO BE MIN. 12"FROM GRAVEL
I `O 03 70 mac, 9 c° o N N (0 1 N O �� I 32 \�, „`b , / 323.45 p PROPERTY LINE
N 64 50 00 W I I w APPROX.226 SF PROPOSED 762 SF 1ST NEW 18"X18"CATCH NEW PERVIOUS
I Z PORTION OF EXISTING FLOOR ROOFED-OVER BASIN GRAVEL DRIVEWAY TITLE
Q I-_] 2ND FLOOR ROOF AND WRAP-AROUND WOOD S T 0 R M W A T E R
M I Z 66 SF BALCONY TO BE DECK
`LIO RECONSTRUCTED 2070 HYATT RD DRAINAGE DESIGN PROPOSED PLOT
OU I�O (IN-PLACE)OVER OWNER: PHILLIP LIM
2 PROPOSED PLOT PLAN jw ROOFED-OVER DRIVEWAY
1"=20'-0" PLAN + SITE DATA
3,325 SF X 2" = 554 CF
PROPOSED
14 LF OF 8' DIA LEACHING
HOUSE
N 0 T E PLOT PLAN NOTES USE: 1 8 DIA X 4 DEEP = 169 CF SEAL AND SIGN
1,800 FX2" = 300 F -
[ ] ' ' SIGNATURE DATE: 09/19/2022
ALL GROUND SURFACE AREA SITUATED SEAWARD OF THE PLOT PLAN MAP INFORMATION TAKEN FROM SURVEY [1] 8' DIA X 8' DEEP = 178 CF -
PROPOSED PORCH SHALL BE MAINTAINED AS A NON-TURF DONE BY KENNETH M WOYCHUK LAND SURVEYING, PLLC. 347 CF SRED A& PROJECT#: 1922-HYATT RD
BUFFER; AND ALL SUCH AREA PRESENTLY DEVOID OF P.O. 153 AQUEBOGUE, NEW YORK 119. POOL BACKWASH 0`n DRAWING BY: CM
VEGETATION OR TO BE LEFT TEMPORARILY BARREN .,�
AFTER REMOVAL OF EXISTING STRUCTURAL SURFACES SURVEY OF PROPERTY SITUATED IN SOUTHOLD, TOWN OF [1] U DIA X 4' DEEP w ' ' �' CHECK BY: AV
AND PRIVET HEDGE SHALL BE VEGETATED WITH NATIVE SOUTHOLD, SUFFOLK COUNTY, NY. * -
PLANTINGS, EXCEPTING THE PROPOSED SAND PATIO AND N ' DRAWING NO:
THE EXISTING PATHWAY TO BEACH (TO BE NARROWED TO S.C. TAX MAP No.: 1000 SECT. 50 BLOCK 1 LOT 21 SEE SANITARY SITE PLAN PREPARED BY JOSEPH 9�� 03868 Is �0�
4 FEET IN WIDTH). FISCHETTI, PE, DATED JULY 24, 2021 FOR ADDITIONAL OF NE G N-1 00.00
SURVEY DATED: JUNE 3, 2020 DETAILS.
I
NOTE IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HISIHER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
_.
I PROJECT
I
I
SOUTHOLD
II RESIDENCE
I
PANTS VIEW LLC
'I , i--------------------------------------------------------i 2022 HYATT RD.
j I
SOUTHOLD, NY 11971
EXISTING MILLWORK TO EXISTING BOILER EXISTING AHU+ASSOCIATED SCTM#1000-50-1-21
BE DEMOLISHED TO BE REMOVED DUCTWORK TO REMAIN
I
ARCHITECT
I I
I
I
' I -- ----- E R b
ELIZABETH ROBERTS ARCHITECTS
EXISTING BASEBOARD i i Q i i i 168 7TH STREET 3C
I I I I I I I I I ------- I BROOKLYN, NY 11215
RADIATORS TO BE I I I I I L- J
REMOVED, TYP. 718 504 5488
I
I II I I I
I EXISTING WINDOWS TO BE I ft i i EXISTING CHASE WALL MECHANICAL RM.
l
I I REMOVED, TYP. U.O.N. -IlR I TO REMAIN
I II11 I I I I I
I� EXISTING TIMBER WALLS I Inl I I I I I
AND WALKWAY TO REMAIN I TEMP SHORING UP ��i I I I i ; CRAWL SPACE
I
t�l j EXISTING WALL-MOUNTED --------------
HVAC UNIT TO BE
, I EXISTING SUMP PUMP TO GC TO CONFIRM IF
I REMOVED r-t-+ I I I I I
CL. i i REMAIN REMOVAL OF EXISTING
'------------------ -- j_L-------- OIL TANK IS
EXISTING COLUMN TO BE -i �� J �� v�'� POSSIBLE/NEEDED
DEMOLISHED, SEE
STRUCTURAL DWGS
EXISTING SLIDING DOORS l
-- —� TO BE REPLACED I II CL.
EXISTING WOOD DECK
ABOVE TO BE
DEMOLISHED I I� EXISTING STAIRS TO
RAD. j i REMAIN
EXISTING WOOD DECK
TO BE DEMOLISHED
I
BATHROOM FIXTURES +
FINISHES TO BE REMOVED
\ I I I I I r I I
\\\ 1 rJ L__L
I 1
INTERIOR DOORS+
/ I PARTITIONS TO BE �! I
r-----------------, I / , STORAGE
------ -- - --
I I 1 DEMOLISHED WHERE
1 I I i INDICATED,TYP.
STORAGE
GC TO DISCUSS EXISTING i --�
EQUIPMENT TO REMAIN _;
OR BE REMOVED ON SITE i REF. LAUNDRY
I I 1 �� �� i i i �----
I I I I WITH ARCHITECT I I I L-----
II
W 1
------------ I i EXISTING FRIDGE+ I
L ---�- i COUNTER TO BE i L-_--J
REMOVED - I i -' EXISTING WASHER AND
i -=71 i D DRYER TO BE REMOVED
EXISTING HOT TUB TO BE I I I I I I I II II I I
I i I I I RAD. IL _JI L----_j
REMOVED
--------------------------
EXISTING RETAINING r--------i
WALL TO REMAIN, SEE EXISTING CONDENSING i iEXISTING MUD SINK TO BE
LANDSCAPE DWGS UNIT TO BE RELOCATED - i i REMOVED
I I
EXISTING BRICK
WALKWAY TO BE
DEMOLISHED
ISSUE
DEMOLITION PLAN - BASEMENT FLOOR NO. DATE _DESCRIPTION
1/4"= 1'-0" 01 06/14/2022 DOB SUBMISSION 1
02 09/19/2022 DOB SUBMISSION 2
LEGEND
TITLE
EXISTING 7O REMAIN BASEMENT FLOOR
-------- TO BE DEMOLISHED
-------- DEMOLITION PLAN
SEAL AND SIGNATURE DATE: 09/19/2022
ED A)/ I PROJECT#: 1922-HYATT RD
5 O y/
\ SH R DRAWING BY: CM
CHECK BY: AV
NA 6 3 O�� ;DRAWING NO: -
OF N .I DM-100.00
NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY,IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
PROJECT
A_202 SOUTHOLD
EXISTING WINDOW TO
EXISTING WOOD DECK TO REMAIN
BE DEMOLISHED EXISTING RESIDENCE
1 EXISTING UNCOVERED OUTDOOR
MECHANICAL EXISTING BOILER SHOWER TO BE DEMOLISHED,
UNITS TO BE SEE LANDSCAPE DWGS PANTS VIEW LLC
rr-------------------------- -----------------------r-_---_-1 EXISTING FLUE AND r- � _====-I 2022 HYATT RD.
j j RELOCATED WINDOW TO BE HOUSING TO BE i v, I EXISTING WALL-MOUNTED EXISTING GENERATOR TO EXISTING PROPANE
I I I I I -------- RELOCATED RELOCATED i ��� p HVAC UNIT TO BE BE REMOVED TANKS TO BE REMOVED SOUTHOLD, NY 11971
I I I 1 I I 1
CTM#1000-50-1-21
1 I r------ I i i - -i►'�� II r---------� BATHROOM FIXTURES+ ` ..S .: - .:... _.
II REMOVED
i i i i i i i i I I i i p i I FINISHES TO BE REMOVED `t i ARCHITECT
L---------i I t
II ---------
--------- �---------J �_-�/ ��-�/
II \ \
-- ---- ---- - - - - -- -- _ ------------------� -------------------
II L---------------------------------------� LJ L ----------------- I I ---- ----
----- -----
i i EXISTING MILLWORK TO II i i�r----- -�. i i L�o� Q ni i ELIZABETH ROBERTS ARCHITECTS
Of
I I i I L_____- i i CL. -<\� i I EXISTING EXTERIOR BROOKLYN, NY 11215
BE DEMOLISHED li n
EXISTING MANTLE TO BE II 11 I I I
/ i i �� III I DEMOLISHED BEDROOM
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I I
ISSUE
1 DEMOL0ITION PLAN - 1ST FLOOR NO,__ DATE __DESCRIPTION
1/4 - 1 01 06/14/2022 DOB SUBMISSION 1
02 09/19/2022 DOB SUBMISSION 2
LEGEND
TITLE
EXISTING TO REMAIN 1 ST FLOOR
TO BE DEMOLISHED DEMOLITION PLAN
SEAL AND SIGNATURE j DATE: 09/19/2022
I
RED AR 1 PROJECT#: 1922_HYATT RD
�5 �V RO
DRAWING BY: CM
J
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CHECK BY: AV
(P - y-`/ DRAWING NO:
9j. 0386g3 A
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LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
ZED-
PROJECT
SOUTHOLD
RESIDENCE
A-202
PANTS VIEW LLC
r---------------
2022 HYATT RD.
1 SOUTHOLD, NY 11971
EXISTING HEATER EXISTING BOILER FLUE EXISTING WINDOWS TO BE EXISTING SKYLIGHTS TO SCTM 41000-50-1-21
TO BE REMOVED AND HOUSING TO BE REMOVED, TYP. U.O.N. BE REMOVED, TYP.
I RELOCATED ARCHITECT
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ELIZABETH ROBERTS ARCHITECTS
II I ♦ i I
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�� li II l 1 ♦ I BROOKLYN, NY 11215
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DINING ROOM TO BE GLASS DOORS TO BE
DEMOLISHED AND REMOVED
REPLACED, SEE A-200
ELEVATIONS
ISSUE
DEMOLITION PLAN - 2ND FLOOR NO. DATE __DESCRIPTION
1/4"= 1'-0" 01 06/14/2022 DOB SUBMISSION 1
02 09/19/2022 DOB SUBMISSION 2
LEGEND
TITLE
EXISTING TO REMAIN 2ND FLOOR
_ TO BE DEMOLISHED DEMOLITION PLAN
SEAL AND SIGNATURE DATE: 09/19/2022
RED Af? PROJECT* 1922-HYATT RD
ti
TI I Rpe� DRAWING BY: CM
* 1 * CHECK BY: AV
I
(P r DRAWING NO:
9�. 03861S �0
FOF NEB DM-102.00
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LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
�R
PROJECT
SOUTHOLD
RESIDENCE
EXISTING BOILER FLUE TO BE
PANTS VIEW LLC
RELOCATED. HOLE IN ROOF 2022 HYATT RD.SOUTHOLD, NY 11971
TO BE PATCHED
SCTM#1000-50-1-21
l/ ARCHITECT
E R d
-7
ELIZABETH ROBERTS ARCHITECTS
168 7TH STREET 3C
BROOKLYN, NY 11215
718 504 5488
EXISTING CHIMNEY CAP
TO BE REPLACED
I
i I �
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SHINGLES TO BE
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ISSUE
�RO�FD�EMO�LITIO�NP�LAN No. DATE _ �EscRiPTION
114 = 1-0 --
01 06/14/2022 DOB SUBMISSION 1
02 09/19/2022 DOB SUBMISSION 2
LEGEND — --
TITLE
EXISTING TO REMAIN ROOF DEMOLITION
TO BE DEMOLISHED PLAN
SEAL AND SIGNATURE i DATE: 09/19/2022
ED ARC PROJECT#: 1922-HYATT RD
I o
H R DRAWING BY: CM
* CHECK BY: AV
N� 8 O�� DRAWING NO:
�FoF NE�y DM-103.00
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LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
PROJECT
SOUTHOLD
RESIDENCE
_ PANTS VIEW LLC
13'-2^ 2O22HYATTRD.
SOUTHOLD. NY11Q71
_ SCTM#1OOO-50-1-21
ARCHITECT
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- - - - - - - - - - - -- - - - - - - -
EL|ZABETH ROBERTS ARCHITECTS
1G87TH STREET 3C
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EXISTING FOUNDATIONS
TO REMAIN
CD
co
T — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — - --
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co
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co cn
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PIERS FOR NEVVDECK
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cl
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NEW 3'-D^X3'-O''X1 -U^
| / CONCRETE FOOTINGS TO
� -- __ � BE MIN. 4'-0' BELOW
GRADE. TYP.
ISSUE
NO DATE DESCRIPTION
o?AT
01 O
6114/2022 DOB SUBMISSION 1
--' 02SUBMISSION
FOUNDATION PLAN LEGEND
K���U��� U U��U� � ��U�
TITLE
------ B<|GTlNG CONCRETE FOUNDATION
�------� TO REMAIN PROPOSED
------
------ FOUNDATION PLAN
NEW CONCRETE FOUNDATION/PIER
------
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------- NEW WOOD 8TRUCT MEMBER
SEAL AND SIGNATURE DATE: OQ/102O22
! PROJECT#: 1922_HYATTRD
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. CHECK BY: AV
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ilI
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007 � LAUNDRY A-300 008 � MECH. RM.
IPANTS VIEW LLC
2022 HYATT RD.
COASTAL EROSION I 32'-8" 27'-3y2 SOUTHOLD, NY 11971
I
LINE 13'-7y2' 9'-2�4" 8'-10�4" SCTM#1000-50-1-21
� I NEW BOILER AR .. _._.. � _...._._ .....:..,_.,_,,..
f HITECT
— — — — — — — — — — — — — — — —
�, I � E R `d
1 I
ELIZABET H ROBERTS ARCHITECTS
I I o
ELECTR
BROOKLYN NY 11215
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TYP. - - - - - - - - - - - - - -- - - - - - - - - - - - J
I
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. . _. . . „
ISSUE
PROPOSED PLAN - BASEMENT NO. DATE DESCRIPTION
01 06/14/2022 DOB SUBMISSION 1
02 09/19/2022 DOB SUBMISSION 2
GENERAL NOTE:
ALL SPRAY FOAM APPLICATIONS
LEGEND WALL TYPES
ARE SUBJECT TO
CONFORMANCE WITH R316.5.
NEW CEDAR SHINGLES ON 1X8 FURRING TITLE
@12"O.C. Y.
EXISTING TO REMAIN
NEW"TYVEK HOMEWRAP"
CEDAR SHINGLES ON PURLINS PROPOSED
WATERPROOFING UNDERLAYMENT (OPTION: USE CEDAR BREATHER)
%i NEW WALL TION . _ NEW a"THK CDX SHEATHING "WINTERGUARD"WATERPROOFING BASEMENT FLOOR
5"GYP. BOARD 5"GYP. BOARD —. =-,�- �-=_j ,�� _-._.
CONSTRUCTION s $ UNDERLAYMENT AT ALL AREAS OF
` IIII ( III I I I MIS I I _ > Q - II
= I
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2"CONTINUOUS RIGID INSULATION
PLAN
0 SMOKE DETECTOR VARIES BLOCKING c0 INSULATION-
NEW OR EXISTING STUD 5/8"THK SHEATHING. "ZIP SYSTEM"OR
{ \ HARDWOOD `
JAMB
APPROVED EQUAL
e"GYP. BOARD NEW$"GYP. BOARD
TYP CASING EXISTING RAFTERS TO REMAIN WITH SEAL AND SIGNATURE i DATE: 09/19/2022
SPRAY FOAM INSULATION (ENERTITE
OR EQUAL) RED AR PROJECT#: 1922 HYATT RD
2X6 INTERIOR PARTITION: 2X6 INT. PARTITION FOR POCKET DOOR: EXTERIOR PARTITION: e"GYPSUM �G �1N RO /), -- - ----
1 18', 38', OR 5z"MTL. STUD AS REQ'D, @ 16 O.C. 2 52' MTL. STUD, @ 16 O.C. *--NE CEDAR SHINGLES DRAWING BY: CM
W/1 LAYER 5/8"GWB EACH SIDE, OR DUROCK IN WET LOCATIONS. W/ 1 LAYER 5/8"GWB EACH SIDE, OR DUROCK IN WET LOCATIONS. 1X8 FURRING @ 12"O.C.
FILL W/ROXUL SAFE&SOUND INSULATION. FILL W/ROXUL SAFE&SOUND INSULATION. $"THK CDX SHEATHING ROOF: * * CHECK BY: AV
SPRAY INSULATION (ENERTITE OR EQUAL) " NEW CEDAR SHINGLES ON PURLINS OVER
NEW GYP AS REQ. WATERPROOFING UNDERLAYMENT N� �' 4� DRAWING NO:
IN WET LOCATIONS OVER CONTINUOUS RIGID INSULATION OVER y 0386g's O
2"CEMENT BOARD ZIP SYSTEM SHEATHING TF `�y _100.00
THINSET SPRAY FOAM INSULATION OF NE A!1
TILE/STONE NEW GYP
I
NOTE,IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
PROJECT
1 SOUTHOLD
A-202
A-300
NEW CASING FOR NEW BATHROOM RE
s I DEN
CE
RELOCATED BOILER 2 NEW
+ FINISHES 1106 ( BATH
FLUE. REVIEW WITH
ARCHITECT ONSITE 63'-31 " PANTS VIEW LLC
8-0 /2 2022 HYATT RD.
r 3 16'-83 SOUTHOLD, NY 11971
16'-6�4 �4 5-7" 21'-3' SCTM#1000-50-1-21
I UP
r WI v0W ARCHITECT
---�--- ❑ E R `d
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r I TYP. III III III III III 718 504 5488
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I EXISTING CHIMNEY TO 771
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r I =N -� SEE DOOR
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co � I I SCHEDULE
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to
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---- Q
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I TYP.
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— — — — — — — — — — — — — — — — — — — — — — — — — — — —
2
r NEW WINDOW+ DOOR NEW KITCHEN
r
I ASSEMBLY, SEE DOOR FIXTURES,APPLIANCES,
SCHEDULE + FINISHES 1
A-200
48'-93/4" A-300 _.
ISSUE
PROP?SE�DPL�AN 1ST FLOOR NO. DATE _DESCRIPTION
1/4 - 1 0 01 06/14/2022 DOB SUBMISSION 1 _
02 09/19/2022 DOB SUBMISSION 2
GENERAL NOTE:
ALL SPRAY FOAM APPLICATIONS — ----
LEGEND WALL TYPES ARE SUBJECT TO
CONFORMANCE WITH R316.5. ... ... ,.... .. ....,-.,r ._.., ...,. .. ,. . ... . .. _.....
O TITLE
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— EXISTING TO REMAIN
— WATERPROOFING UNDERLAYMENT (OPTION: USE CEDAR BREATHE
FLOOR PLAN
NEW WALL GYP.BD. $"GYP. BOARD N HK CDX SHEATHING UNDERLAYMENT AT ALL AREAS OF
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TYP CASING SPRAY FOAM INSULATION (ENERTITE
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OR POCKET DOOR: "GYPSUM ���� g��H R09 ti/ ---- -- —
2X6 INTERIOR PARTITION: 2X6 INT. PARTITION F EXTERIOR PARTITION:
1 5„ e 2 �, NEW CEDAR SHINGLES '� F� DRAWING BY: CM
3 'P
1g , 38 , OR 52 MTL. STUD AS REQ D, @ 16 O.C. 51" MTL. STUD, @ 16 O.C. \
W/1 LAYER 5/8"GWB EACH SIDE, OR DUROCK IN WET LOCATIONS. W/1 LAYER 5/8"GWB EACH SIDE, OR DUROCK IN WET LOCATIONS. 1X8 FURRING @ 12"O.C. w N
s"THK CDX SHEATHING * _� ' * CHECK BY: AV
FILL W/ROXUL SAFE&SOUND INSULATION. FILL W/ROXUL SAFE&SOUND INSULATION. B R ROOF:
SPRAY INSULATION (ENERTITE OR EQUAL) NEW CEDAR SHINGLES ON PURLINS OVER
NEW GYP AS REQ. WATERPROOFING UNDERLAYMENT 0386a3 �- DRAWING NO:
IN WET LOCATIONS OVER CONTINUOUS RIGID INSULATION OVER � A-101 .00
2"CEMENT BOARD ZIP SYSTEM SHEATHING Olt NE`N
THINSET SPRAY FOAM INSULATION
TILE/STONE NEW GYP
NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION
lam"
PROJECT
� r
1 A_202 SOUTHOLD
A-300
2 RESIDENCE
204 WIC 2051 �/ c NEW CASING FOR
35'-2�4" PANTS VIEW LLC
RELOCATED BOILER
FLUE. REVIEW WITH 2022 HYATT RD.
14'-9/2' 4'-8y4" 1'-10" 11'-6�2.' ARCHITECT ONSITE SOUTHOLD, NY 11971
SCTM#1000-50-1-21
� - - - - - - - - 3 - - - - - - - - - � — - - - — - - - - - - -0 — � - - - - - - - ARCHITECT
_ - E R
ly II II
d
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3 ELIZABETH ROBERTS ARCHITECTS
- " 12
4 "i d II II
w � II II - - _ - - -
168 7TH STREET 3C
II IICL. ( - — - -
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z d O - II II 211 _ ( 00 i - 718 504 5488N 205
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--
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2 A-201
3' 11
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1 OF ROOF TO HAVE
A-200 INTERNAL SLOPE MIN.
A-300 2%TO DOWNSPOUT,
TYP.
ISSUE
PROPOSED PLAN - 2ND FLOOR NO. DATE DESCRIPTION_ _
1/4 - 1 0 01 06/14/2022 DOB SUBMISSION 1
02 09/19/2022 DOB SUBMISSION 2
GENERAL NOTE:
ALL SPRAY FOAM APPLICATIONS
LEGEND WALL TYPES ARE SUBJECT TO
CONFORMANCE WITH R316.5.
NEW CEDAR SHINGLES ON 1X8 FURRING TITLE
@ 12"O.C.
EXISTING TO REMAIN NEW"TYVEK HOMEWRAP" CEDAR SHINGLES ON PURLINS PROPOSED 2ND
WATERPROOFING UNDERLAYMENT (OPTION: USE CEDAR BREATHER)
NEW WALL GYP.BD. J i NEW 8"THK CDX SHEATHING "WINTERGUARD"WATERPROOFING
CONSTRUCTION 8"GYP. BOARD $"GYP. BOARD - _ - r FLOOR PLAN
UNDERLAYMENT AT ALL AREAS OF
r �
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ROOF.
w w w NEW 3"CLOSED CELL SPRAY FOAM 2'CON VARIES
TINUOUS RIGID INSULATIONO SMOKE DETECTOR `' INSULATIONco CM/SD NEW CARBON MONOXIDE& w G
NEW OR EXISTING STUD
A AAA 5/8"THK SHEATHING. "ZIP SYSTEM"OR
HARDWOOD
JAMB
APPROVED EQUAL
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i 2 09/19/202
TYP CASING EXISTING RAFTERS TO REMAIN WITH SEAL AND SIGNATURE DATE:
SPRAY FOAM INSULATION (ENERTITE
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Ch'jJ, �—
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1 �, 2 3 NEW CEDAR SHINGLES � e� F j DRAWING BY: CM
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W/1 LAYER 5/8"GWB EACH SIDE, OR DUROCK IN WET LOCATIONS. W/1 LAYER 5/8"GWB EACH SIDE, OR DUROCK IN WET LOCATIONS. 1X8 FURRING @ 12" O.C. -
FILL W/ROXUL SAFE&SOUND INSULATION. FILL W/ROXUL SAFE&SOUND INSULATION. 8"THK CDX SHEATHING /\ ROOF: w N j CHECK BY: AV
SPRAY INSULATION (ENERTITE OR EQUAL) R NEW CEDAR SHINGLES ON PURLINS OVER * ; *NEW GYP AS REQ. WATERPROOFING UNDERLAYMENT DRAWING NO:
IN WET LOCATIONS OVER CONTINUOUS RIGID INSULATION OVER A 038683 O�
2"CEMENT BOARD ZIP SYSTEM SHEATHING 9�F O ' `- 02.00
THINSET SPRAY FOAM INSULATION
TILE/STONE NEW GYP
NOTE.IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HISIHER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
PROJECT
A_202 SOUTHOLD
2 RESIDENCE
NEW LOCATION OF
BOILER FLUE. REVIEW PANTS VIEW LLC
WITH ARCHITECT 2022 HYATT RD.
ONSITE SOUTHOLD, NY 11971
SCTM#1000-50-1-21
ARCHITECT
- - E
- R d
ELIZABETH ROBERTS ARCHITECTS
- 168 7TH STREET 3C
'- - - - -- - -- - BROOKLYN, NY 11215
- - - - 718 504 5488
I -
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ISSUE
PROPOSED PLAN - ROOF NO. —DATE--- DESCRIPTION
1/4 - 1 0
01 06/14/2022 DOB SUBMISSION 1
02 09/19/2022 DOB SUBMISSION 2
GENERAL NOTE:
ALL SPRAY FOAM APPLICATIONS
ARE SUBJECT TO
LEGEND WALL TYPE � CONFORMANCE WITH R316.5.
NEW CEDAR SHINGLES ON 1X8 FURRING x TITLE
@ 12"O.C.
EXISTING TO REMAIN NEW"TYVEK HOMEWRAP"
CEDAR SHINGLES ON PURLINS PROPOSED ROOF
WATERPROOFING UNDERLAYMENT (OPTION: USE CEDAR BREATHER)
NEW WALL GYP.BD. PLAN
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CONSTRUCTION s s
UNDERLAYMENT AT ALL AREAS OF
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HARDWOOD
` JAMB
APPROVED EQUAL
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TYP CASING EXISTING RAFTERS TO REMAIN WITH SIGNATURE DATE: 09/19/2022
SPRAY FOAM INSULATION (ENERTITE '
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2X6 INTERIOR PARTITION: 2X6 INT. PARTITION FOR POCKET DOOR: EXTERIOR PARTITION: $"GYPSUM �Gj �ZH Rp /�
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W/1 LAYER 5/8"GWB EACH SIDE, OR DUROCK IN WET LOCATIONS. W/1 LAYER 5/8"GWB EACH SIDE, OR DUROCK IN WET LOCATIONS. 1X8 FURRING @ 12"O.C. N
FILL W/ROXUL SAFE&SOUND INSULATION. FILL W/ROXUL SAFE&SOUND INSULATION. $"THK CDX SHEATHING � ROOF: CHECK BY: AV
SPRAY INSULATION (ENERTITE OR EQUAL) NEW CEDAR SHINGLES ON PURLINS OVERNEW GYP AS REQ. WATERPROOFING UNDERLAYMENT (P DRAWING NO:
IN WET LOCATIONS OVER CONTINUOUS RIGID INSULATION OVER 0386a�' y0�
2"CEMENT BOARD ZIP SYSTEM SHEATHING �OF NE`N A-103.00
THINSET SPRAY FOAM INSULATION
TILE/STONE NEW GYP
NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HISIHER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
EXISTING CHIMNEY _ _ PROJECT
AND REPLACED
SOUTHOLD
T.O. ROOF
EXISTING BOILER
FLUE TO BE
RELOCATED
RESIDENCE
PANTS VIEW LLC
2O22HYATTRD.
SDUTHOLD. NY11S71
SCTN1#1OOU-50-i'21
EXISTING ASPHALT
SHINGLES TO BE ARCHITECT
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BEDROOM TO BE EXISTING ENTRYWAY
ATTIC FLOOR MODIFIED AND PORCH TO BE C)[ ��
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BROOKLYN. NY11215
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DINING ROOM AND
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SECOND FLOOR
--------------------------------- ----------------------------------------------------------------------------
EXISTING WOOD DECK I V_ v -Nil I i I
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EXISTING 1-STORY
EXISTING COVERED
PORCH TO BE
DEMOLISHED
ELEVATION D
JT
NEW CHIMNEY CAP AT EXISTING
CHIMNEY. RE-STUCCO CHIMNEY
AS REQUIRED, SEE DETAIL 1/A-401
T.O. ROOF
+271.-911
NEW LOCATION OF
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SUPPORTSAS
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LIL
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NO. DATE DESCRIPTION
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STRUCTURAL INFO
TITLE
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4" MAX
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1� 1111 11 11 _u__J I
FIRST FLOOR - - -- ELEVATION
!
SEAL AND SIGNATURE . DATE: UA/1g/2O22
------ -~--- RE-GTUCCD
FOUNDATIONS, ' vzED ! PROJECT#: 1Q22_HY/TTRD
DOORS TONEW
NEVVCEDAR WOOD LATTICE STORAGE AREA \ DRAWING CM\ �
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1/4
i
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386
i
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FLUE TO BE
_______ ____� I RELOCATED
I
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2022 HYATT RD.
_ __ I SOUTHOLD, NY 11971
o� i----------------------------------------- X XxX i i I I SCTM#1000-50-1-21
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T.O. ROOF _--_
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I'
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FLUE. REVIEW WITH NO. DATE DESCRIPTION
--- --------------------
io ARCHITECT ONSITE 01 06/14/2022 DOB SUBMISSION 1
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STRUCTURAL INFO --,-_
NEW WOOD DECK AND R NEW SCONCES, SPEC TITLE ins
RAILING, SEE DETAILS Ll
-cv ON SHEET A-401 TBD, TYP.
�� 100
' 4" MAX
� SPACING,TYP. i o DOWNSPOUT,TYP. EXISTING +
o
C?
PROPOSED EAST
FIRST FLOOR 4 ELEVATION
NEW CEDAR WOOD LATTICE
BETWEEN COLUMNS
fi
SEAL AND SIGNATURE 1 DATE: 09/19/2022
NEW ENTRY �RED ARcy
PROJECT#: 1922_HYATT RD
R0
DRAWING BY: CM
EAST ELEVATION - PROPOSED �' +�= * CHECK BY: AV
Nq 038
' -68 O�� DRAWING NO:
T�OFtAE�y A-201 .00
NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
--------
_ -------- EXISTING CHIMNEY PROJECT
CAP TO BEREMOVED
AND REPLACED SOUTHOLD
T.O. ROOF _ _ _ _ _ _ _ _ _ _ _ i i _ _ _ _ _ _
+27-9 EXISTING BOILER
FLUE TO BE ICE
RELOCATED RESIDENJ
I
I I
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PANTS ViIEW LLC
2022 HYATT RD.
I SOUTHOLD, NY 11971
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110 NOT USED W16 LEPAGE PAINTED MAHOGANY, DOUBLE HUNG 64-3/4" 50" LOW E 272 WITH ARGON GLAZING 0.29 0.30
SECOND FLOOR W17 LEPAGE PAINTED MAHOGANY, DOUBLE HUNG 64-3/4" 50" LOW E 272 WITH ARGON GLAZING 0.29 0.30 _:__.- .____._....:. ...... ......_. :-......, _a.._....:. ,......,.......:... _.. ._. _,...
200 BEDROOM 201 WOOD +GLASS DOUBLE POCKET DOORS (2)40-1/2"X 84"X 1-3/4" W18 LEPAGE PAINTED MAHOGANY, DOUBLE HUNG 38-1/4" 59" LOW E 272 WITH ARGON GLAZING 0.29 0.30 GLASS TO BE TEMPERED
201 BEDROOM 201 WOOD +GLASS FRENCH DOORS+ SCREENS (2)34"X 87-1/4"X 1-3/4" U-FACTOR= 0.31 SHGC=0.22 W19 LEPAGE PAINTED MAHOGANY, DOUBLE HUNG 38-1/4" 59" LOW E 272 WITH ARGON GLAZING 0.29 0.30
202 BATH 202 WOOD DOUBLE DOORS (2)24"X 84"X 1-3/4" W20 LEPAGE PAINTED MAHOGANY, DOUBLE HUNG 38-1/4" 59" LOW E 272 WITH ARGON GLAZING 0.29 0.30
203 MASTER BEDROOM 203 WOOD DOOR 34"X 84"X 1-3/4" W21 LEPAGE PAINTED MAHOGANY, DOUBLE HUNG 38-1/4" 59" LOW E 272 WITH ARGON GLAZING 0.29 0.30
204 BATH 202 WOOD DOOR 28"X 84"X 1-3/4" W22 LEPAGE PAINTED MAHOGANY, DOUBLE HUNG 33-1/4" 59" LOW E 272 WITH ARGON GLAZING 0.29 0.30
205 WALK-IN CLOSET 204 WOOD DOOR 28"X 84"X 1-3/4" W23 LEPAGE PAINTED MAHOGANY, DOUBLE HUNG 33-1/4" 59" LOW E 272 WITH ARGON GLAZING 0.29 0.30
206 WATER CLOSET 205 WOOD DOOR 28"X 84"X 1-3/4" W24 LEPAGE 1 PAINTED MAHOGANY, DOUBLE HUNG 33-1/4" 59" LOW E 272 WITH ARGON GLAZING 0.29 0.30 GLASS TO BE TEMPERED
207 HALL CLOSET WOOD DOOR 24"X 84"X 1-3/4" W25 LEPAGE PAINTED MAHOGANY, DOUBLE HUNG 33-1/4" 59" LOW E 272 WITH ARGON GLAZING 0.29 0.30 GLASS TO BE TEMPERED
208 ATTIC STAIR WOOD DOOR 30"X 84"X 1-3/4" ATTIC FLOOR
209 BEDROOM 206 WOOD DOOR 34"X 84"X 1-3/4" W26 LEPAGE PAINTED MAHOGANY, DOUBLE HUNG 35-1/4" 35" LOW E 272 WITH ARGON GLAZING 0.29 0.30
210 BEDROOM 206 WOOD DOOR 24"X 84"X 1-3/4" W27 LEPAGE PAINTED MAHOGANY, DOUBLE HUNG 94-1/2" 35" LOW E 272 WITH ARGON GLAZING 0.29 0.30
211 BEDROOM 206 WOOD DOUBLE DOORS (2)24"X 84"X 1-3/4" W28 LEPAGE PAINTED MAHOGANY, DOUBLE HUNG 35-1/4" 35" LOW E 272 WITH ARGON GLAZING 0.29 0.30
212 BATH 207 WOOD DOOR 28"X 84"X 1-3/4"
ATTIC 'FLOOR
300 STORAGE 301 WOOD DOOR 24"X 75-1/2"X 1-3/4"
ISSUE
NO. DATE _DESCRIPTION____
01 _06114/2022 DOB SUBMISSION 1
02 09/19/2022 DOB SUBMISSION 2
TITLE
DOOR AND WINDOW
SCHEDULES
SEAL AND SIGNATURE ( DATE: 09/19/2022
RED ARC PROJECT#: 1922_HYATT RD
A H RpeF
DRAWING BY: CM
N
* CHECK BY: AV
N � DRAWING NO:
)386a3 y0�
oFNE� A-400.00
NOTE IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
PROJECT
SOUTHOLD
RESIDENCE
PANTS VIEW LLC
2022 HYATT RD.
SOUTHOLD, NY 11971
SCTM#1000-50-1-21
ARCHITECT
E R b
ELIZABETH ROBERTS ARCHITECTS
168 7TH STREET 3C
BROOKLYN, NY 11215
718 504 5488
PAINTED HARDWOOD HANDRAIL W/
--- ---- - -- ------- EASED EDGES
PAINTED HARDWOOD TOP RAIL
RAILING AND BALUSTERS AT SIDE OF PAINTED HARDWOOD BALUSTERS
BALCONY BEYOND 4-�P UNDER HANDRAIL SHOWN @ 5 2"O.C.
MAX.
j NATURAL R&R WESTERN RED CEDAR
SHINGLES, SQUARE EDGED& BLIND RAILING AND BALUSTERS AT SIDE OF
FASTENED
j I = BALCONY BEYOND
LLI
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NEW"TYVEK HOMEWRAP" Q
WATERPROOFING UNDERLAYMENT 0°
APPLIED OVER$"THK CDX SHEATHING
PAINTED APPEARANCE GRADE WESTERN
SPRAY FOAM CLOSED CELL INSULATION,
ENERTITE OR EQUIVALENT RED CEDAR HARDWOOD POST
EQ EQ
EXISTING STUD-FRAME WALL
EXISTING INTERIOR FLOOR -- --
PAINTED HARDWOOD BOTTOM RAIL
CEDAR DECKING, EASED 2y4,
N EDGES WITH!'GAPS
` �. �x-� CEDAR DECKING, EASED EDGES WITH z'
SLEEPERS GAPS
�- -- - - - i I
_ WATERPROOFING MEMBRANE WATERPROOFING MEMBRANE
EXTERIOR GRADE PLYWOOD EXTERIOR GRADE PLYWOOD
EXISTING STRUCTURE j -� - --; - I - PORCH ROOF RAFTER
RIGID INSULATION, R-49 MIN., RIGID INSULATION, R-49 MIN.,
TAPER 4' PER 12" TAPER" PER 12"
EXISTING CEILING JOISTS EXISTING CEILING JOISTS - -
PORCH CEILING JOIST
INTERIOR CEILING INTERIOR CEILING EXTERIOR PORCH CEILING
EXTERIOR WALL TO REMAIN
5 )�ALLBASE & DECK - TYPICAL SECTION DETAIL BALCONY EXTENSION - TYPICALSECTIONDETAIL
ISE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1'-0" SUE
NO. DATE DESCRIPTION
01 06,/14/2022 DOB SUBMISSION 1
02 09J19/2022 DOB SUBMISSION 2
TITLE
EXTERIOR DETAILS
SEAL AND SIGNATURE i DATE: 09/19/2022
��FtED ARC, PROJECT#: 1922_HYATT RD
RO ---
��� DRAWING BY: CM
* * CHECK BY: AV
DRAWING NO:
1 038683 �O�
OF IN A-401 .00
NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY'FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
PROJECT
SOUTHOLD
RESIDENCE
PANTS VIEW LLC
2022 HYATT RD.
SOUTHOLD, NY 11971
SCTM#1000-50-1-21
ARCHITECT
E R V
ELIZABETH ROBERTS ARCHITECTS
168 7TH STREET 3C
BROOKLYN, NY 11215
718 504 5488
STACK P1 STACK P2
4"VENT 4"VENT
THROUGH THROUGH
ROOF ROOF
ROOF
r r
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4" 1 4" 4" 1 4"
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2" 2„ 2" I 2„ 2„ I 2„ 2" 2"
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I I I I I I I I I
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SH I I I I I sH
SECOND FLOOR i
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2"
I I I
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I 2" 2" 2" ISSUE
I I I I NO. DATE DESCRIPTION
2" 4" 2„ W 2 W 12„ 2" "I SK 2 I 2 LAV 12
I 2" I WC " ,I 01 06/14/2022_ DOB SUBMISSION 1
02 09/19/2022 DOB SUBMISSION 2
4"F.A.I. -- -- -4o L I i I i --
SH
BASEMENT FLOOR _ _ I 3"FD
COMBINED 14"SAN I 4" 4" 4" 4" 2" --
MAIN SEWER
3"
4"SANITARY 4" 4" TITLE
HOUSE TRAP
ESEWAGE
JECTOR 007 LAUNDRY 002 ( BATH SANITARY RISER
PUMP DIAGRAM
) SANITARY RISER DIAGRAM
SCALE: N.T.S.
SEAL AND SIGNATURE ! DATE: 09/19/2022
RED ARC PROJECT#: 1922_HYATT RD
� OB�. DRAWING BY: CM
CHECK BY: AV
* �Ar
I
DRAWING NO:
�38 6 83 y�Q'
ForN A-402.00
NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.IF ANY ITEM ON THIS
DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
PROJECT
SOUTHOLD
RESIDENCE
PANTS VIEW LLC
ROAD
� I
SOUTHOLD, NY 11971
O I l O l
I L---J
I I ARCHITECT
ELIZABETH ROBERTS
lol
L---J ARCHITECTS
CRAWL SPACE 168 7TH STREET 3C
REMOVE COLUMN BROOKLYN, NY 11215
718 504 5488
I
STRUCTURAL ENGINEER
GASBARRO STRUCTURAL
ENGINEERING, PLLC
157 13TH STREET, SUITE 315
(D (D
BROOKLYN, NY 11215
TEMP. ORING UP 917-670-7959
I O
CONCRETE MECHANICAL ENGINEER
1. ALL STRUCTURAL CONCRETE ON THIS PROJECT SHALL BE AS FOLLOWS:
FOUNDATIONS (WALLS AND FOOTINGS) - 4000 psi NORMAL WEIGHT
I SLABS ON GRADE - 4000 psi NORMAL WEIGHT
I �❑ I
GRADE BEAMS/PIERS - 4000 psi NORMAL WEIGHT
I
— __I.—J I I CONCRETE FILL - 4000 psi NORMAL WEIGHT.
r——— 2. ALL STONE CONCRETE SHALL WEIGH 150 p.c.f.
I I
0 3. SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC, MINIMUM 6X6 W2.8XW2.8 UNLESS
I I NOTED OTHERWISE ON DRAWINGS..
4. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DESIGN OF CONCRETE MIX AND FOR MAINTAINING
EXISTING
I I FOUNDATION (TYP.) I __ STRENGTH AND PROPER SLUMP DURING CONSTRUCTION. CONCRETE MIX SHALL BE DESIGNED IN
I I I CRAWL SPACE ACCORDANCE WITH SPECIFICATIONS AND SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL.
I I I NO CONCRETE SHALL BE PLACED UNTIL CONCRETE MIX HAS BEEN APPROVED BY ARCHITECT.
I I I
5. CONCRETE DESIGN AND CONSTRUCTION IS IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR
I ❑ I I I I i r———, REINFORCED CONCRETE (ACI-318-11 ). DESIGN IS BASED ON ULTIMATE STRENGTH METHOD.
6. PLANT AND FIELD INSPECTION, AND CONCRETE CYLINDER TESTING SHALL BE PERFORMED BY A TESTING
[CRAWL SPACE I I LABORATORY EMPLOYED BY THE OWNER IN ACCORDANCE WITH SPECIFICATIONS.
I L- - - - - - 19 I I I L— — 7. ALL CONCRETE SHALL CONTAIN A WATER REDUCING ADMIXTURE.
8. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN AN AIR ENTRAINING AGENT.
_ _ _ _ — — _ _ _ _ _ _ 1 9. REINFORCING BARS SHALL BE DEFORMED STEEL BARS ASTM A-615 GR. 60 (fy=60,000 psi).
�- - - - - - - - - - - - - -
I I 1 I 10. WIRE MESH SHALL CONFORM TO ASTM A-82 AND ASTM A-185 AND SHALL HAVE A MINIMUM STRENGTH
L — — — — — — — — — — — - - - - - - - - - - - - - - - - - - j I OF70,000psi
I EXISTING FOUNDATION (TYP.) I 11. PROTECTION OF REINFORCEMENT( CLEAR DISTANCE TO STIRRUPS OR TIES; OR PRINCIPAL
I 12"DIA. PIER(TYP. UNO) i REINFORCEMENT) TO BE AS FOLLOWS:
I
-i r—— r— — a. EXPOSED TO WEATHER OR GROUND AFTER REMOVAL OF FORMS-2"
------- I (D 1 0 1 —————— b. DEPOSITED AGAINST THE EARTH -3"
I I I I I I I I ( I I c. WELDED WIRE FABRIC OR REINFORCING RODS FOR SLAB ON GRADE- 1 1/2 " FROM TOP OF SLAB
L---J L---J L---J L---J L- -J L---J
6X6 POST UP(TYP.) (PROVIDE CHAIRS). .
2 T-0"X T-0"X 1'-0"
s-1o1 FOOTING WOOD CONSTRUCTION
DIAG. BRACING ABOVE(TYP.) MIN.4'-0" BELOW GRADE(TYP.)
FOR FASTENING SCHEDULE, SEE DRAWING S-104. ISSUE
1. MATERIALS NO. DATE DESCRIPTION
A. SAWN LUMBER: SPRUCE-PINE-FIR (S-P-F) GRADE 1 OR 2 OR BETTER, WITH FOLLOWING MINIMUM 1 018/22/22 ISSUED FOR BID
BASEMENT/FOUNDATION PLAN VALUES:
1/4" = 1'-0" ALLOWABLE BENDING STRESS, Fb: 875 PSI
MODULUS OF ELASTICITY, E: 1,200,000 PSI
ALL MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
B. LAMINATED VENEER LUMBER(LVL): WITH THE FOLLOWING MINIMUM VALUES: TITLE
ALLOWABLE BENDING STRESS, Fb: 2900 PSI BASEMENT/MODULUS OF ELASTICITY, E: 2,000,000 PSI
GENERAL NOTES STRUCTURAL DESIGN CRITERIA ALL MEMBERS EXPOSED TO WEATHER SHALL BE WEYERHAEUSER PARALLAM PLUS PSL OR EQUAL THAT
IS SPECIFICALLY TREATED FOR EXTERIOR USE. FOUNDATION
1. STRUCTURAL DRAWINGS, AS PART OF CONTRACT DOCUMENTS, INDICATE INFORMATION SUFFICIENT 1. DESIGN CODE-2020 RESIDENTAIL BUILDING CODE OF NEW YORK STATE
TO CONVEY DESIGN INTENT. IF ERRORS, INCONSISTENCIES OR OMISSIONS ARE DISCOVERED, PROMPTLY 2. FLOOR LOADS: C, PRE-ENGINEERED WOOD JOISTS: WEYERHAEUSER TJI OR EQUAL.
NOTIFY ARCHITECT( STRUCTURAL ENGINEER) BEFORE PROCEEDING WITH WORK. FLOOR LIVE LOAD =40 PSF
2. CONDITIONS SHOWN OR NOTED AS EXISTING ARE BASED ON BEST INFORMATION CURRENTLY AVAILABLE DECK LIVE LOAD = 60 PSF 2. ALL METAL HARDWARE AND FRAMING ACCESSORIES SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE
WHEN DRAWINGS WERE PREPARED. NO WARRANTY IS IMPLIED AS TO ACCURACY OF THESE EXISTING 3. SNOW LOADS: COMPANY. ALL ITEMS SHALL BE INSTALLED PER SIMPSON'S INSTALLATION REQUIREMENTS. SEAL AND SIGNATURE DATE:
CONDITIONS. GROUND SNOW LOAD, Pg - 20 psf 3. CUTTING AND NOTCHING OF LUMBER
3. TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND COMPARE SUCH MEASUREMENTS AND FLAT ROOF SNOW LOAD, Pf -20 psf A. SAWN LUMBER: NOTCHES AT THE ENDS OF JOISTS AND OTHER MEMBERS SHALL NOT EXCEED 1 OF OF NEFy yp PROJECT#:
CONDITIONS WITH CONTRACT DOCUMENTS. IF ERRORS, INCONSISTENCIES OR OMISSIONS ARE 5 'S•�' Sv`•GA�g �'
SNOW EXPOSURE FACTOR, Ce - 1.0 THE MEMBER DEPTH. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 21 INCHES OF THE TOP OR BOTTOM ¢RAWING BY:
DISCOVERED, PROMPTLY NOTIFY ARCHITECT( STRUCTURAL ENGINEER) BEFORE PROCEEDING WITH SNOW LOAD IMPORTANCE FACTOR, I - 1.0 2 * �`
WORK. THERMAL FACTOR, Ct - 1.0 OF THE JOIST,AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED 4 OF THE DEPTH OF THE JOIST. �" CHECK BY:
4. CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN. THEY DO 4. WIND LOADS: NOTCHES IN THE TOP OR BOTTOM OF THE JOIST SHALL NOT EXCEED s OF THE DEPTH AND SHALL NOT BE DRAWING NO:
NOT INDICATE METHOD OF CONSTRUCTION. PROVIDE CONSTRUCTION MEANS , METHODS, TECHNIQUES, 5$685
BASIC WIND SPEED - 140 mph LOCATED IN THE MIDDLE 3 OF THE SPAN.
SEQUENCES AND PROCEDURES AS REQUIRED. PROVIDE ADEQUATE EXCAVATION PROCEDURES, SHORING, WIND IMPORTANCE FACTOR - 1.0 B. LVL: EXCEPT FOR CUTTING TO LENGTH, MEMBERS SHALL NOT BE BE CUT, DRILLED OR NOTCHED, S- 100
BRACING AND ERECTION PROCEDURES COMPLYING WITH NATIONAL, STATE AND LOCAL SAFETY EXPOSURE - D EXCEPT AS NOTED IN MANUFACTURER'S LITERATURE.
ORDINANCES.
PROJECT
SOUTHOLD
RESIDENCE
PANTS VIEW LLC
2022 HYATT ROAD
---------- SOUTHOLD, NY 11971
I _
r------------------------
ARCHITECT
O O
I I I
ELIZABETH ROBERTS
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PANTS VIEW LLC
2022 HYATT ROAD
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168 7TH STREET 3C
BROOKLYN, NY 11215
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3-2X10
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2 1/211 = 1'-011 3 1/211 = 1
'-0"
PROJECT
SOUTHOLD
RESIDENCE
PANTS VIEW LLC
2022 HYATT ROAD
SOUTHOLD, NY 11971
2 -
S 103 ARCHITECT
ELIZABETH ROBERTS
rl — 168 7TH STREET 3C
BROOKLYN, NY 11215
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GASBARRO STRUCTURAL
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SIMPSON H2.5A TIE 2-2X8 TIE
2X1 16 ( TO EACH STUD O
@ 2 K6@1 6 2X1 @16 SIMPSON H2.5A
2X6 STUD WALL TIE @ 16 -- LVL 31 X 9 2
34,X10 312X101 2-2X 0 2-2Y 10 3 2X10 ti
ISSUE
NO. DATE DESCRIPTION
2 3 SECTION 1 08/22/22 ISSUED FOR BID
5-102 s-102
2 1/2" = 1'-011
LOWER ROOF FRAMING PLAN TITLE
1 1/4" = 1'-011
LOWER
ROOF
SEAL AND SIGNATURE DATE:
of NEW Y PROJECT#:
1A.GAS .p DRAWING BY:
CHECK BY:
r
58685 DRAWING NO:
'° S S-103
PROJECT
SOUTHOLD
RESIDENCE
- - - - - - - - - - - - - - - PANTS VIEW LLC
2022 HYATT ROAD
SOUTHOLD, NY 11971
II �-
ARCHITECT
ELIZABETH ROBERTS
al
ARCHITECTS
II II
168 7TH STREET 3C
I I i BROOKLYN, NY 11215
718 504 5488
I I I7r, I -�-
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�I- STRUCTURAL ENGINEER
GASBARRO STRUCTURAL
1 1 I I ENGINEERING, PLLC
BROOK YN, NY 12151TE 315
1 1 I I I 917-670-7959
II � II
I I w I I I I MECHANICAL ENGINEER
LL
II II 11 II
I I J II � I I Imo_
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2X6 @ 16 RAFTER I T I I O I T I
2X6 @ 16 RAFTER
3 3
S-102 S-102
UPPER ROOF--PROPOSED FRAMING PLAN � UPPER ROOF--EXISTING AND REMOVALS
WOOD FASTENING SCHEDULE
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF
FASTENER"' SPACING OF FASTENERS SPACING OF FASTENERS
Roof ITEM DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER"," Edges Intermediate supports`'
{inches)' (inches)
1 Blocking between joists or rafters to top plate,toe nail 3-8d(21/2"x 0.113 - Wood structural panels,subfioor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing
2 Ceiling joists to plate,toe nail 3-8d(2'/2"x 0.113 ) - 32 3/ „-i „ 6d common(2"x 0.1131 nail (subfloor,wally
3 Ceiling joists not attached to parallel rafter,laps over parti- 3lOd - R /2 8d common(2'/2"x 0.131')nail(roof)' 120
-
lions,face nail 33 1
9/32"-1" 8d common nail(2'/2"x 0.131 1 6 121 ISSUE
4 Collar tie to rafter,face nail or 1'/4"x 20 gage ridge strap 3-10d(3"x 0.128 7 - 34 1'/R"- 1'/�" 1Od common(3"x 0.148) nail or 6 12
3-16d box nails(3/2"x 0,135' 2 toe nails on one side and 1 toe nail on) 8d(2/2"x 0.1311 deformed nail NO. DATE DESCRIPTION
1
5 Rafter or roof truss to plate,toe nail or 3-10d common nails otherwail sheathingh 08/22/22 ISSUED FOR BID
opposite side of each rafter or trussi
(3"x 0.1481 2"structural cellulosic 11/2"galvanized roofing nail,'/1,"crown or 1"crown
6 Roof rafters to ridge,valley or hip rafters:toe nail face nail 4-16d(T/2"x 0.135 1 - 35 fiberboard sheathing staple 16 ga.,1'/,"long 3 6
3-16d(3/2"x 0.1351 zs/32"structural cellulosic 13/4"galvanized roofing nail,'/,,"crown or 1"crown
Wall 36 fiberboard sheathing staple 16 ga., 1'/2"long 3 6
7 Built-up studs-face nail 10d(3"x 0.1281 24"o.c. , 1'/2"galvanized roofing nail;staple galvanized,
8 Abutting studs at intersecting wall corners,face nail 16d(3'h"x 0.135") 12"o.c. 37 /z"gypsum sheathing' 1,/2"long:1'/,screws,Type W or S 7 7
9 Built-up header,two pieces with'12"spacer 16d(3'/2"x 0.135') 16 o.c.along each edge 38 s/R"gypsum sheathing' P/,"galvanized roofing nail;staple galvanized, ::L 7 7 71 ,"long;1/R"screws,Type W or S
10 Continued header,two pieces 16d (T/2"x 0.135 ) 16"o.c.along each edge
11 Continuous header to stud,toe nail 4-8d(2'/2"x 0.113
Wood structural panels,combination subfioor underlayment to framing
') -
12 Double studs,face nail IOd(3"x 0.128) 24"o.c. 39 31,"and less 6d deformed(2"x 0.120)nail or 6 12 TITLE
8d common(Z/2"x 0.1311 nail
13 Double top plates,face nail 10d(3"x 0.128) 24"o.c. 40 7/e t
8d common(2'/2"x 6 12
0.12 ')nail or UPPER
14 Double top plates,minimum 24-inch offset of end joints, 8_16d(3'/ "x 0.135') - -1" 8d deformed(2'/2"x 0.120')nail
face nail in lapped area z 41 1'/a"-1'/," Ild common(3"x 0.148')nail or 6 12
15 Sole plate to joist or blocking,face nail 16d(3/2'„x 0.135 ) 16 o.c. 8d deformed(2" /2"x 0.120')nail ROOF
16 Sole plate to joist or blocking at braced wall panels 3-16d(3'/2"x 0.135') 16"o.c. For SI: 1 inch=25.4 mm.1 foot=304.8 mm,1 mile per hour=0.447 m/s;I Ksi-6.895 MPa.
3-8d(2'/2 x 0.113 ) - a. All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum
17 Stud to sole plate,toe nail or average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but
not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less.
2-16d(3/2"x Q.135 - b. Staples are 16 gage wire and have a minimum'/,B inch on diameter crown width.
18 Top or sole plate to stud,end nail 2-16d(3'/2"x 0.135 - c, Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
19 Top plates,laps at corners and intersections,face nail 2-10d (3"x 0.128 - d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically.e. Spacing of fasteners not included in this table shall be based on Table R602.3(2).
20 1"brace to each stud and plate,face nail 2 8d(2'/2 x 0.113 ) - f. For regions having basic wind speed of I10 mph or greater,8d deformed(2'/2"x 0.120)nails shall be used for attaching plywood and wood structural panel
2 staples )/," - roof sheathing to framing within minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet,up to 35 feet maximum.
2-8d(2'/2"x 0.1131 _ g. For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6
21 1"x 6"sheathing to each bearing,face nail 2 staples 13/," - inches on center.When basic wind speed is greater than 100 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on SEAL AND SIGNATURE DATE:
center for minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing.
22 1"x 8"sheathing to each bearing,face nail 2-8d(2'/2"x 0.113) - h. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with CA 253.Fiberboard sheathing shall conform to ASTM C 208.
3 staples 1 /, - I. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters C OF NELi L PROJECT#:
3-8d(2'/2"x 0.113 ) only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or
23 Wider than 1"x 8"sheathing to each bearing,face nail 3 " floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code.Floor perimeter a.
4 staples 1 /, - shall be supported by framing members or solid blocking. $1`"GA
Floor J. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails from y DRAWING BY:
24 joist to sill or girder,toe nail 3-8d(2'/2"x 0.113') - the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required.
25 Rim joist to top plate,toe nail(roof applications also) 8d(2'/2"x 0.113') 6"o.c, r, B �
CHECK BY:
26 Rim joist or blocking to sill plate,toe nail 8d(2'h"x 0.113 ) 6"o.c.
-
27 1"x 6"subfioor or less to each joist,face nail 2-8d (2'/2"x 0.113 58685 DRAWING NO:2 staples 13/1"
28 2"subfioor to joist or girder,blind and face nail 2-16d(3'/2"x 0.1351 - ss ` S- 104
29 2"planks(plank&beam-floor&roof) 2-16d(T/2"x 0.135 ) at each bearing
Nail each layer as follows:32"o.c.at
30 Built-up girders and beams,2-inch lumber layers 10d (3"x 0.128 1 top and bottom and staggered.
Two nails at ends and at each splice.
31 Ledger strip supporting joists or rafters 3-16d(3'/2"x 0.135') At each joist or rafter
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