HomeMy WebLinkAbout44236-Z vsurtfot` y Town of Southold 6/16/2021
o P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42096 Date: 6/16/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 27840 Route 25, Orient
SCTM#: 473889 Sec/Block/Lot: 18.-6-21.7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/23/2019 pursuant to which Building Permit No. 44236 dated 9/30/2019
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
additions and alterations, including outdoor storage addition,to existing single-family dwelling as applied for.
The certificate is issued to Fargo,Linda
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44236 1/26/2021
PLUMBERS CERTIFICATION DATED 6/2/2021 n Arad Piecu
ho ' d Signature
a111- dTOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 44236 Date: 9/30/2019
Permission is hereby granted to:
Gibbons, William
PO BOX 414
Orient, NY 11957
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
27840 Route 25, Orient
SCTM # 473889
Sec/Block/Lot# 18.-6-21.7
Pursuant to application dated 9/23/2019 and approved by the Building Inspector.
To expire on 3/31/2021.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $858.00
CO -ADDITION TO DWELLING $50.00
Total: $908.00
Buil 'in g Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant
C. Fees
1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. September 18th 2019
New Construction: Old or Pre-existing Building: V (check one)
Location of Property: 27840 Main Rd Orient
House No. Street Hamlet
Owner or Owners of Property: Linda Fargo
Suffolk County Tax Map No 1000, Section 18 Block 06 Lot 21.7
Subdivision Filed Map. Lot-
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, `I qq
�a, ter/ residing at
(Pratt property owner's name) (Mailing Address)
do hereby authorize n 6",1-t W' I s°n
(Agent)
to apply on my behalf to the
Southold Building Department.
4where's Signature) (Date)
(Print wner's Name)
So
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road `zs' Fax(631)765-9502
P.O.Box 117
Southold,NY 11971-0959 roger.richert(D-town.southold.ny.us
�' � �®
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Fargo
Address: 27840 Route 25 City. Orient St. New York Zip. 11957
Budding Permit# 44236 Section 18 Block 6 Lot 21 7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor DBA. REP Electric License No: 46288-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph 200a Heat gas Duplec Recpt 52 Ceiling Fixtures 7 HID Fixtures
Service 3 ph Hot Water gas GFCI Recpt 14 Wall Fixtures 12 Smoke Detectors 4
Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 59 CO Detectors
Sub PanelA/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps
Transformer Appliances dw Dryer Recpt 20a Emergency Fixtures Time Clocks
Disconnect 200a Switches 47 Twist Lock Exit Fixtures [I TVSS
Other Equipment 2-combination smoke / GO detectors, gas range, 2-bath fans, gas dryer, 1-electric
awning, 16 ARC fault circuit breakers,2-combination GFCI/ARC fault circuit breakers
Notes,
Inspector Signature: Date: January 26 2021
81-Cert Electrical Compliance Form As
OF SQUT�P�
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 •
Southold,NY 11971-0959
1COUNTI,��
L ill i
BU ELDING DEPARTMENT j +
TOWN OF SOUTHOLI)
JUN 2 2021 '
PLTIMPIT I =Ri.Ff.
CERTIFICATION
Date: a
Building Permit No. �p
Owner: q D
(Please print)
Plumber: A—MLL P
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(P hers Signature)
Sworn to before me this
day of 202-1
SUSAN A.RIZZO
Notary Public,State of New York
No.01 RI6183459
Notary Public, /� County Qualified in Suffolk County
Commission Expires March 17,200
ay ,A
LL I 40pF SOUTyolo
t' 4 # # TOWN OF SOUTHOLD BUILDING DEPT.
�ycou765-1802
= INSPECTION
[ ] FOUNDATION 1ST [�OUGH PLBG.
[ ] FO NDATION 2ND [ ] INSULATION/CAULKING
[ --'FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE -INSPECTOR
of Soy
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
Y.
INSPECTION
[ ] FOUNDATION 1ST [ ]` OUGH-PL13G.
] FOUNDATION 2ND [ INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPL"ACEA-CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
T-D
DATE 'Y� INSPECTOR
i
l # # TOWN OF SOUTHOLD BUILDING DEPT.
°`yrournr ' 765-1802
I-NSPEC ICN
[ 1 ST ROUGH PL13G.
/,FOUNDATION
UNDATION 2ND [ ] INSULATION/CAULKING
[ FRAMING/STRAPPING [ ] FINAL
0
[ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY--INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
0 L31
!.
DATE A))I) INSPECTOR
OF so(/l 3 1-7
) L4(D M
TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm��` 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE &--CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ PLECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
ICODE VIOLATION [ ] PRE C/O
REMARKS:
tA
1A I re
O/A
V e 0 /A
7FVb1lblZU
DATE L4 l INSPECTOR --,:�
H O
i
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] SOLATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL),
,� ~-r
REMARKS � �
rum ?%V w-
I/ Ca
DATE / INSPECTOR
*OE SOGTyOIo
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou765.1802
INSPECTION
[ ] .FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE / ZG INSPECTOR �C
3erRetrotec rCloud
Test (Votes
No notes entered.
Flow Equation Parameters - Factory Default
Fan Model Retrotec 300
Fan Serial Number NA
Flow equation parameters -1131
Units Used For Flow Parameters in Equation CFM
Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is
negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated
by subtracting the measured room pressure from the absolute value of the fan pressure.
If PrA is greater than 0 or fan is self-referencing: FP = jPrBj - PrA
If PrA is less than 0 or fan is self-referencing: FP= PrB
Flow calculations are not valid if fan pressure is less than either MF or (K2 x IRPI)
FP=fan pressure, RP = room pressure
Range N K K1 K2 K3 K4 MF
Open 0.5010 28.9100 0.0000 0.4000 0.0000 1 20
74 0.5045 7.0770 0.0000 0.2500 0.0000 1 15
47 0.5000 3.2410 0.0000 0.1000 0.0000 1 10
29 0.5020 1.1900 0.0000 0,2000 0.0000 1 20
18 0.4990 0.4570 0.0000 0.2500 0.0000 1 25
11 0.4800 0.2080 0.0000 0.2500 0.0000 1 25
7 0.5000 0.0718 0.0000 0.1100 0.0000 1 25
102 0.5900 10.7000 0.0000 0.4000 0.0000 1 100
flow= (FP- RPXK1)nX (K+ K3xFP) XK4
3
Tiderunner Engineering & Design, P C.
7 Ridgewood St
Bay Shore,NY 11706 631)-839-4824
June 2,2021
Building Inspector
Town of Southold
53095 Main Road
Southold,NY 11751
Re: Construction Certification
Fargo Residence,Permit#44236
27840 Main Rd,Orient New York
Dear Sir or Madam.
I have reviewed the construction of the foundation and find that poured concrete footing
and the concrete foundation wall have been installed in accordance with the approved
plans and the New York State Residential Code.
If you have questions please feel free to call
rojv EW Sincere
l
y
Lows Schwartz,
77006
ewe
r �� y
WE: ,
L
�3" v
JUN 2 2021
Fargo
MVAC Load Calculations
for
Bill Goreman
27840 Main Road
Orient, NY 11957
Prepared By:
Allison Starzee
Star Mechanical
P.O. Box 797
Cutchogue, NY 11935
631-734-6882
Friday,March 5,2021
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D.
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc'
Star Mechanical { Fargo
Cutcho ue,NY 11935-2130 Page 2
Project Report
General Project Information
Project Title: Fargo
Designed By: Allison Starzee
Project Date: Friday, February 26, 2021
Client Name: Bill Goreman
Client Address: 27840 Main Road
Client City: Orient, NY 11957
Company Name: Star Mechanical
Company Representative: Allison Starzee
Company Address: P.O. Box 797
Company City: Cutchogue, NY 11935
Company Phone: 631-734-6882
Company Fax: 631-734-6882
Company E-Mail Address: Starpad150@optonline.net
Design Data
Reference City: Suffolk County AFB, New York
Building Orientation: Front door faces North
Daily Temperature Range: Medium
Latitude: 40 Degrees
Elevation: 67 ft.
Altitude Factor: 0.998
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: 10 9 n/a n/a 70 n/a
Summer: 83 71 56% 50% 75 30
Check Figures
Total Building Supply CFM: 1,040 CFM Per Square ft.: 0.511
Square ft. of Room Area: 2,038 Square ft. Per Ton: 678
Volume(ft'): 16,302
Building Loads
Total Heating Required Including Ventilation Air: 49,702 Btuh 49.702 MBH
Total Sensible Gain: 27,214 Btuh 75 %
Total Latent Gain: 8,860 Btuh 25 %
Total Cooling Required Including Ventilation Air: 36,074 Btuh 3.01 Tons(Based On Sensible+ Latent)
Notes
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2, 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:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac-Residential&Light Commercial HVAC Loads - Elite_Software_ Development;Inc.
Star Mechanical Fargo
Cutcho ue, NY 11935-2130 Page 3
/Miscellaneous Report
System 1 Zone#1 Outdoor Outdoor Outdoor, Indoor .indoor Grains
Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: 10 9 80% n/a 70 n/a
Summer: 83 71 56% 50% 75 30.17
Duct Sizing Inputs
Main Trunk Runouts
Calculate: Yes Yes
Use Schedule: Yes Yes
Roughness Factor. 0.00300 0.01000
Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft.
Minimum Velocity: 650 ft./min 450 ft./min
Maximum Velocity: 900 ft./min 750 ft./min
Minimum Height: 0 in. 0 in.
Maximum Height: 0 in. 0 in.
Outside Air Data
Winter Summer
Infiltration Specified: 0.110 AC/hr 0.060 AC/hr
30 CFM 16 CFM
Infiltration Actual: 0.110 AC/hr 0.060 AC/hr
Above Grade Volume: X 16,302 Cu.ft. X 16,302 Cu.ft.
1,793 Cu.ft./hr 978 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration: 30 CFM 16 CFM
Total Building Ventilation: 0 CFM 0 CFM
--System 1
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: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.110 AC/hr(30 CFM), Construction: Tight
Summer Infiltration Specified: 0.060 AC/hr(16 CFM), Construction: Tight
Duct Load Factor Scenarios for System 1
Attic Duct Duct Surface From
No. Type Description Location Ceiling Leakage Insulation Area [T]MDD
1 Supply Attic 16B 0.12 6 550 No
1 Return Attic 16B 0.12 6 510 No
C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Star Mechanical, I% Fargo
Cutcho ue,NY 11935-2130 Pa e 4
Load Preview Report
Netft2 Sen Lat Net Sen SYS
ICIc Duct
Scope Ton /iron Area Gain Gain Gain Loss Size
CFM CFM CFM
Building 301 678 2,038 27214 8,860 36,074 49,702 585 1,040 1,040
System 1 301 678 2,038 27214 8,860 36,074 49,702 585' 1,0401 1,040 12x16
Supply Duct Latent 325 325
Return Duct 4,379 999 5,378 4,759
Zane 1-Clg 540/o,Htg 52% 871 12,940 4,167 17,107 23,570 3071 590! 590 9x14
1-Bedroom 3 127 2,299 832 3,131 4,038 531 1051 105 1-6
2-Bath 2 54 2,868 821 3,689 3,910 51, 131 131 2-5
3-Laundry 39 1,960 817 2,777 2,523 33 89' 89 1-6
4-Rec Room 119 2,227 831 3,058 3,378 44! 101'1' 101 1-6
5-Media Room 532 3,585 866 4,451 9,721 127: 163! 163 2-5
Zone 2-Clg:46%,Htg-48% 1,167 10,962 3,368 14,330 21,373 2781 499;1' 499 9x12
6-Kdchen 763 4,148 877 5,025 10,280 134, -189,1 189 2-6
7-Powder Room 28 1,915 - 815 2,730 2,253 29 87, 87 1-5
8-Bath 1 120 2,218 831 3,049 3,571 46' 101; 101 1-6
9-Bedroom 1 256 2,680 845 3,525 5,268 69: 1221 122 2-4
Sum of room airflows may be greaterthan system airflowbecause
system has multiple zones.
C:\Users\starp\Documents\Elife Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Star Mechanical Fargo
Cutcho ue,NY 11935-2130 Page 5
Duct Size Preview
Room or Duct Name !Source I MVebcdy inimumMVebcty Factor a)amum Rough. DU100 Loss Vebc y Lennglh Flow Flow Flow S.
System 1
Supply Runouts
Zone 1
1-Bedroom 3 Built-in 450 750 0.01 0.1 533.6 53 JjMj 105 1-6
2-Bath 2 Built-ln 450 750 0.01 0.1 479.3 51 IMI 131 2-5
3-Laundry Built-in 450 750 0.01 0.1 454.7 33 891 89 1-6
4-Rec Room Built-in 450 750 0.01 0.1 5168 44 IMI 101 1-6
5-Media Room Built-in 450 750 001 0.1 599.1 127 11 1631 163 2-5
Zone 2
6-IGtchen Built-in 450 750 001 0.1 481.3 134 11 1891 189 2-6
7-PovvderRoom Built-In 450 750 0.01 0.1 639"8 29 871 87 1-5
8-Bath 1 Built-in 450 750 0.01 0.1 514.8 46 IMI 101 1-6
9-Bedroom 1 Built-In 450 750 0.01 0.1 6998 69 MI 122 2-4
OtherDucts in System 1
Supply Main Trink Builth 650 900 0.003 0.1 7804 585 1! 1,040 12x16
Summary
System 1
Heating Flow: 585
Cooling Flow: 1040
CAUsers\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Star Mechanical Fargo
Cutcho ue, NY 11935-2130 Page 6
Total Building Summary Loads
Component Area Sen, Lat Sen Total
Description Quan Loss Gain Gain Gain
1A-cm-o: Glazing-Single pane, operable window, clear, 104 7,922 0 2,565 2,565
metal frame no break, u-value 1.27, SHGC 0.75
11 P: Door-Metal- Polyurethane Core 203 3,529 0 1,120 1,120
12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 1600.3 6,530 0 478 478
cavity, no board insulation, brick finish,wood studs
16BR-19-m1: Roof/Ceiling-Under Attic with Insulation on 1333 3,920 0 2,809 2,809
Attic Floor(also use for Knee Walls and Partition
Ceilings), unvented attic with radiant barrier, R-19
insulation, light metal
1613-0: Roof/Ceiling-Under Attic with Insulation on Attic 53.6 1,313 0 941 941
Floor(also use for Knee Walls and Partition
Ceilings),Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-0 insulation
17A-12-ad: Roof/Ceiling-Roof Deck(roofing, wood, 651.2 2,461 0 1,436 1,436
insulation)or SIP Panels Supported on Beams, 1.5"
wood plus R-12 insulation, dark asphalt
20131-11 op-c: Floor-Over open crawl space or garage, 752.1 3,430 0 171 171
Passive, spray foam insulation, R-11 open cell 1/2 Ib.
spray foam insulation, 3 inches in 2 x 10 joist cavity,
carpet covering
19C-19sp-v: Floor-Over enclosed crawl space, R-11 119.2 121 0 16 16
insulation on exposed walls, sealed crawl space,
passive, R-19 blanket,vinyl covering
20P-19-c: Floor-Over open crawl space or garage, 1166.5 3,500 0 174 174
Passive, R-19 blanket insulation, carpet covering_ _
Subtotals for structure: 32,726 0 9,710 9,710
People: 36 7,200 8,280 15,480
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 15,008 1,325 9,037 10,362
Infiltration:Winter CFM: 30, Summer CFM: 16 1,968 335 143 478
Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0
AED Excursion: 0 0 45 45
Total Building Load Totals: 49,702 8,860 27,214 36,074
Check Figures
Total Building Supply CFM: 1,040 CFM Per Square ft.: 0.511
Square ft. of Room Area: 2,038 Square ft. Per Ton: 678
Volume(ft'): 16,302
Building Loads
Total Heating Required Including Ventilation Air: 49,702 Btuh 49.702 MBH
Total Sensible Gain: 27,214 Btuh 75 %
Total Latent Gain: 8,860 Btuh 25 %
Total Cooling Required Including Ventilation Air: 36,074 Btuh 3.01 Tons(Based On Sensible+ Latent)
Notes
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, 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:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software-Development;Inc.
Star Mechanical Fargo
Cutcho ue, NY 11935-2130 Page 7
Building Pie Chart
Infiltration 4%
Floor 14%
P
Ductwork 30%
Roof 15%
Building `"
Loss
49,702 -_ -
Btuh
Wall 13% , `
- `�� Door 7%
Glass 16%
ED Excursion 0%
Floor 1% Infiltration 1%
Roof 14%
Wall 1% Ductwork 29%
Glass 7%
Building 1
Gain Door 3%
36,074
Btu h
People 43%
C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac:Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Star Mechanical Fargo
Cutcho ue,NY 11935-2130 Pae 8
Detailed Room Loads - Room 1 ® Bedroom 3 (Peak Fenestration Gain Procedure)
General
Room is in zone 1,which peaks at 3 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 11.3 ft. System Number: 1
Room Width: 11.3 ft. Zone Number. 1
Area: 127.5 sq.ft. Supply Air: 105 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 6.2 AC/hr
Volume: 1,020 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 0 CFM
Runout Air: 105 CFM Percent of Supply.: 0 %
Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 534 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 534 ft./min. Actual Winter Infil.: 3 CFM
Actual Loss: 0.182 in.wg./100 ft. Actual Summer Infil.: 2 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity-, Value, HTM- Loss' HTM Gain Gain
N-Wall-12E-Obw 11.2 X 8 50 0.068 4.1 204 0.3 0 15
N-Wall-12E-Obw 11.3 X 8 90.7 0.068 4.1 370 0.3 0 27
N-Door-11 P 4 X 7 28 0.290 17.4 487 5.5 0 154
N-GIs-1A-cm-o shgc-0.75 0%S 12 1.270 76.2 914 34.9 0 419
UP-Ceil-1 6BR-1 9 11.3 X 11.2 127.5 0.049 2.9 375 2.1 0 269
Floor-20P1-11op 11.2 X 11.3 127_5 0.076 _ 4.6 581 _0.2 0 29
Subtotals for Structure: 2,931 0 913
Infil.: Win.: 2.8, Sum.: 1.5 181 1.030 186 0.077 32 14
Ductwork: 921 448
AED Excursion: 4
People: 200 lat/per, 230 sen/per: 4_ _ 800 920
Room Totals: 4,038 832 2,299
C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite-Software Development,Inc.
°Star Mechanical Fargo
Cutcho ue,NY 11935-2130 Page 10
Detailed Room Loads - Room 3 - Laundry (Peak Fenestration Gain Procedure)
General
Room is in zone 1,which peaks at 3 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 6.5 ft. System Number: 1
Room Width: 6.0 ft. Zone Number: 1
Area: 39.0 sq.ft. Supply Air. 89 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 17.2 AC/hr
Volume: 312 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 0 CFM
Runout Air: 89 CFM Percent of Supply.: 0 %
Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 455 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 455 ft./min. Actual Winter Infil.: 2 CFM
Actual Loss: 0.133 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
N-Wall-12E-Obw 6 X 8 15 0.068 4.1 61 0.3 0 4
N-Wall-12E-Obw 6.5 X 8 52 0.068 4.1 212 0.3 0 16
N-Door-11 P 3 X 7 21 0.290 17.4 365 5.5 0 116
N-GIs-1A-cm-o shgc-0.75 0%S 12 1.270 76.2 914 34.9 0 419
UP-Ceil-1 6BR-1 9 6.5 X 6 39 0.049 2.9 115 2.1 0 82
Floor-20131-1 lop 6 X 6.5 _ 39 _ 0.076 4.6 178 0.2 0 ------9-
Subtotals
__9Subtotals for Structure: 1,845 0 646
Infil.:Win.: 1.6, Sum.: 0.9 100 1.030 103 0.080 17 8
Ductwork: 575 382
AED Excursion: 4
People: 200 lat/per, 230 sen/per: _ 4 _ 800 ____ 920
Room Totals: 2,523 817 1,960
C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Star Mechanical t Fargo
Cutcho ue,NY 11935-2130 Pae 11
Detailed Room Loads ® Room 4 e Rec Room (Peak Fenestration Gain Procedure)
General -
Room is in zone 1,which peaks at 3 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 11.0 ft. System Number: 1
Room Width: 10.8 ft. Zone Number: 1
Area: 119.2 sq.ft. Supply Air: 101 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 6.4 AC/hr
Volume: 953 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 0 CFM
Runout Air: 101 CFM Percent of Supply.: 0 %
Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 517 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 517 ft./min. Actual Winter Infil.: 3 CFM
Actual Loss: 0.171 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
N-Wall-12E-Obw 10.8 X 8 53.7 0.068 4.1 219 0.3 0 16
N-Wall-12E-Obw 11 X 8 88 0.068 4.1 359 0.3 0 26
N-Door-11 P 3 X 7 21 0.290 17.4 365 5.5 0 116
N-GIs-1A-cm-o shgc-0.75 0%S 12 1.270 76.2 914 34.9 0 419
UP-Roof-17A-12 11 X 10.8 119.2 0.063 3.8 450 2.2 0 263
Floor-1 9C-1 9sp 10.8 X 11 _ _ 119.2 0.049 1.0 121 0.1 _ 0 16
Subtotals for Structure: 2,428 0 856
Infil.:Win.: 2.7, Sum.: 1.5 175 1.031 180 0.074 31 13
Ductwork: 770 434
AED Excursion: 4
People: 200 lat/per, 230 sen/per: _ _ 4 800 920
Room Totals: 3,378 831 2,227
C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Star Mechanical Fargo
Cutcho ue, NY 11935-2130 Pae 12
Detailed Room Loads - Room 5 - Media Room (Peak Fenestration Gain Procedc-r-e)
General
Room is in zone 1,which peaks at 3 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 28.0 ft. System Number: 1
Room Width: 19.0 ft. Zone Number: 1
Area: 532.0 sq.ft. Supply Air: 163 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 2.3 AC/hr
Volume: 4,256 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 0 CFM
Runout Air: 82 CFM Percent of Supply.: 0 %
Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 599 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 599 ft./min. Actual Winter Infil.: 6 CFM
Actual Loss: 0.295 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-12E-Obw 19 X 8 119 0.068 4.1 486 0.3 0 36
N-Wall-12E-Obw 28 X 8 224 0.068 4.1 914 0.3 0 67
N -Door-11 P 3 X 7 21 0.290 17.4 365 5.5 0 116
N-GIs-1A-cm-o shgc-0.75 0%S 12 1.270 76.2 914 34.9 0 419
UP-Roof-17A-12 28 X 19 532 0.063 3.8 2,011 2.2 0 1,173
Floor-20P1-1 lop 19 X 28 _ 532 0.076 4.6 2,426 0.2 0 121
Subtotals for Structure: 7,116 0 1,932
Infil.:Win : 5.9, Sum.: 3.2 376 1.032 388 0.074 66 28
Ductwork: 2,217 699
AED Excursion: 7
People_200 lat/per, 230 sen/per: 4 800 920
Room Totals 9,721 866 3,585
C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Star Mechanical Fargo
Cutcho ue,NY 11935-2130 Pae 13
Detailed Room Loads e Room 6 e Kitchen (Peak Fenestration .Gain Procedure)
General
Room is in zone 2,which peaks at 3 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 28.0 ft. System Number: 1
Room Width: 27.3 ft. Zone Number: 2
Area: 763.0 sq.ft. Supply Air: 189 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 1.9 AC/hr
Volume: 6,104 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 0 CFM
Runout Air: 95 CFM Percent of Supply.: 0 %
Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 481 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 481 ft./min. Actual Winter Infil.: 7 CFM
Actual Loss: 0.148 in.wg./100 ft. Actual Summer Infil.: 4 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
N-Wall-12E-Obw 27.2 X 8 185 0.068 4.1 755 0.3 0 55
N-Wall-1 2 E-Obw 28 X 8 224 0.068 4.1 914 0.3 0 67
N -Door-11 P 3 X 7 21 0.290 17.4 365 5.5 0 116
N-GIs-1A-cm-o shgc-0.75 0%S 12 1.270 76.2 914 34.9 0 419
UP-Ceil-1 6BR-1 9 28 X 27.2 763 0.049 2.9 2,243 2.1 0 1,608
Floor-2013-19 27.2 X 28 763 0.050 3.0 2,289 0.2 0 114
Subtotals for Structure: 7,480 0 2,379
Infil.: Win.: 6.9, Sum.: 3.8 442 1.032 456 0.075 77 33
Ductwork: 2,344 808
AED Excursion: 8
People:200 lat/per, 230 sen/per: 4 800 920
Room Totals: 10,280 877 4,148
C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman- Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Star Mechanical _ Fargo
Cutcho ue, NY 11935-2130 Pae 14
Detailed Boom Loads --Room 7 - Powder Room (Peak Fenestration Gain,
Procedure)
General
Room is in zone 2,which peaks at 3 pm
Calculation Mode: Htg. &c1g. Occurrences: 1
Room Length: 5.5 ft. System Number: 1
Room Width: 5.0 ft. Zone Number: 2
Area: 27.5 sq.ft. Supply Air: 87 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 23.8 AC/hr
Volume: 220 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 0 CFM
Runout Air: 87 CFM Percent of Supply.: 0 %
Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 640 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 640 ft./min. Actual Winter Infil.: 1 CFM
Actual Loss: 0.336 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
N -Wall-12E-Obw 5 X 8 7 0.068 4.1 29 0.3 0 2
N-Wall-12E-Obw 5.5 X 8 44 0.068 4.1 180 0.3 0 13
N -Door-11 P 3 X 7 21 0.290 17.4 365 5.5 0 116
N -GIs-1A-cm-o shgc-0.75 0%S 12 1.270 76.2 914 34.9 0 419
UP-Ceil-1 6BR-1 9 5.5 X 5 27.5 0.049 2.9 81 2.1 0 58
Floor-20P-19 5 X 5.5 27.5 0.050 3.0 83 0.2 0 4
Subtotals for Structure: 1,652 0 612
Infil.: Win.: 1.3, Sum.: 0.7 84 1.036 87 0.071 15 6
Ductwork: 514 373
AED Excursion: 4
People: 200 lat/per, 230 sen/per: 4 800 920
Room Totals: 2,253 815 1,915
C:\Users\stare\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Star Mechanical Fargo
Cutcho ue,NY 11935-2130 6 Pae 15
Detailed loom Loads - Room 8- Bath 1 (Peak Fenestration Gain-Procedure)
General
Room is in zone 2, which peaks at 3 pm
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 12.0 ft. System Number: 1
Room Width: 10.0 ft. Zone Number: 2
Area: 120.0 sq.ft. Supply Air: 101 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 6.3 AC/hr
Volume: 960 cu.ft. Req.Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 0 CFM
Runout Air: 101 CFM Percent of Supply.: 0 %
Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 515 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 515 ft./min. Actual Winter Infil.: 3 CFM
Actual Loss: 0.170 in.wg./100 ft. Actual Summer Infil.: 2 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
N-Wall-12E-Obw 12 X 8 63 0.068 4.1 257 0.3 0 19
N-Wall-12E-Obw 10 X 8 80 0.068 4.1 326 0.3 0 24
N-Door-11 P 3 X 7 21 0.290 17.4 365 5.5 0 116
N-GIs-1A-cm-o shgc-0.75 0%S 12 1.270 76.2 914 34.9 0 419
UP-Ceil-1 6BR-1 9 12 X 10 120 0.049 2.9 353 2.1 0 253
Floor-20P-19 10 X 12 _ 120 0.050 3.0 360 0.2 0 18
Subtotals for Structure: 2,575 0 849
Infil.: Win.: 2.8, Sum.: 1.5 176 1.034 182 0.074 31 13
Ductwork: 814 432
AED Excursion: 4
People:200 lat/per, 230 sen/per: _ 4 _ _ _ _ 800 920
Room Totals: 3,571 831 2,218
C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
Rhvac-Residential&Light Commercial HVAC LoadsElite Software Development,Inc.
Star Mechanical Fargo
Cutcho ue,NY 11935-2130 - - Pae 16
Detailed Room,Loads - boom 9 - Bedroom 1 (Peak Fenestration Gain Procedure)
General
Room is in zone 2, which peaks at 3 pm
Calculation Mode: Htg. &c1g. Occurrences: 1
Room Length: 16.0 ft. System Number: 1
Room Width: 16.0 ft. Zone Number: 2
Area: 256.0 sq.ft. Supply Air: 122 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 3.6 AC/hr
Volume: 2,048 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 2 Actual Winter Vent.: 0 CFM
Runout Air: 61 CFM Percent of Supply.: 0 %
Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 700 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 700 ft./min. Actual Winter Infil.: 4 CFM
Actual Loss: 0.548 in.wg./100 ft. Actual Summer Infil.: 2 CFM
Item Area -U- Htg Sen Clg Lat Sen
Description Quantity Value HTM Loss HTM Gain Gain
N -Wall-12E-Obw 16 X 8 88 0.068 4.1 359 0.3 0 26
N-Wall-12E-Obw 16 X 8 128 0.068 4.1 522 0.3 0 38
N -Door-11 P 4 X 7 28 0.290 17.4 487 5.5 0 154
N-GIs-1A-cm-o shgc-0.75 0%S 12 1.270 76.2 914 34.9 0 419
UP-Ceil-1 6BR-1 9 16 X 16 256 0.049 2.9 753 2.1 0 539
Floor-2013-19 16 X 16 256 0.050 3.0 768 0.2 0 38
Subtotals for Structure: 3,803 0 1,214
Infil.: Win.: 4.0, Sum.: 2.2 256 1.031 264 0.074 45 19
Ductwork: 1,201 522
AED Excursion: 5
People: 200 lat/pe_r, 230 sen/per: 4 800 920
Room Totals: 5,268 845 2,680
C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
,''.Rhvac.=Residential&Light Commercial HVAC Loads Elite Software Development,lnc.
Star Mechanical Fargo
'Cutcho ue, NY 11935-2130 -Pae 17.
System , Room load-Summary
Htg: -_ Min - , Run Run Cig: _ , Clg Min., Act
Room -Area- Duct -,-Sens- Lat - _Sys-
Salvo Name " �SF- .�:.::`Btuh' -°CFM °-f°` Size';' F '°_ Vel` 'Btuh",-- Btuh ' CFM' CFM
---Zone 1---
1 Bedroom 3 127 4,038 53 1-6 534 2,299 832 105 105
2 Bath 2 54 3,910 51 2-5 479 2,868 821 131 131
3 Laundry 39 2,523 33 1-6 455 1,960 817 89 89
4 Rec Room 119 3,378 44 1-6 517 2,227 831 101 101
5 Media Room 532 9,721 127 2-5 599 3,585 866 163 163
Zone 1 subtotal 871 23,570 307 12,940 4,167 590 590
---Zone 2---
6 Kitchen 763 10,280 134 2-6 481 4,148 877 189 X189
7 Powder Room 28 2,253 29 1-5 640 1,915 815 87 87
8 Bath 1 120 3,571 46 1-6 515 2,218 831 101 101
9 Bedroom 1 256 5,268 69 2-4 700 2,680 845 122 122
Zone 2 subtotal 1,167 21,373 278 10,962 3,368 499 499
Duct Latent 325
Return Duct 4,759 4,379 999
System 1 total 2,038 49,702 585 27,214 8,860 1,040 1,040
System 1 Main Trunk Size: 12x16 in.
Velocity: 780 ft./min
Loss per 100 ft.: 0.091 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: 3.01 75%/25% 27,214 8,860 36,074
Equipment Data
Heating System Cooling System
Type: Natural Gas Furnace Standard Air Conditioner
Model:
Indoor Model:
Brand:
Efficiency: 0 AFUE 0 SEER
Sound: 0 0
Capacity: 0 Btuh 0 Btuh
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Goreman-Fargo.rh9 Friday, March 5, 2021, 2:01 PM
FIELD INSPECTION REPORT DATE COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUIIIDING'DEPARTMENT Do you have or need the following,before applying?
TOWN HA`fi ,� Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
= N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single& Separate
Storm-Water Assessment Form
Contact:
Approved
136 20 Mail to: Robert Wilson
Disapproved a/c PO Box 49 Southold NY 11971
Phone: (631)504-8842
Expiration C31 20
1
C R,0I LP,
f r B n ector
1
r ' APPLICATION FOR BUILDING PERMIT
SEP 2 3 2019
Date September 18th , 20 19
BUILDING DEPT INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
PO Box 49 Southold NY 11971
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Agent
Name of owner of premises Linda Fargo
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
27840 Main Rd Orient
House Number Street Hamlet
County Tax Map No. 1000 Section Block Lot t< o
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Single family residential
Raise existing house 3'-7"Create new crawlspace below.Add new"all-season room"to ground
floor of house under existing 2nd floor. Interior renovations including new and relocated bathrooms
b. Intended use and occupancy as well as relocated bedrooms and closets.
3. Nature of work(check which applicable): New Building Addition V Alteration_
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures,if any: Front 44'-8" Rear 44'-8" Depth 28'-0"
Height 23'-6" Number of Stories 2
Dimensions of same structure with alterations or additions: Front 44'-8" Rear 44'-8"
Depth 28' 1 Height 27'-1" Number of Stories 2
8. Dimensions of entire new construction: Front 44'-8" Rear 44'-8" Depth 28'
Height 3'-7" Number of Stories 1
9. Size of lot: Front 387.50' Rear 330.00' Depth 267.98'
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R-80
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V
13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO_ l
27840 Main Rd
14. Names of Owner of premises Llnda Fargo Address Orient NY Phone No. (631)504-8842
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES %/ NO
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
fi
S:
COUNTY OFSL
Robert Wilson being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Agent
(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 knowledge and belief,and that the work will be
performed in the manner set forth in the application filed therewith.
;;`'Sworn to before me this
day of 20 19
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YO Aam �tlj
Notary Public ISIO.01 DW6306900 Signature of A lic
QUALIFIED IN SUFFOLK COUNTY 1?P ant
COMMISSION EXPIRES JUNE 30,2Pj�L_
Scott A. Russell ;��°® �� ST 1R.MWATEIK
SUPERVISOR MA NA,GE]EMIENT
SOUTHOLD TOWN HALL-P.O.Box U79 v'
53095 Main Road-SOUTHOLD,NEW YORK 11971
® Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT )
!_
DOES THIS PROJECT INVOLVE ANY OF THE IiOLLOWINO: i
Yes No (CHECK ALL THAT APPLY)
❑❑� A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
li' ❑® B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
1 ❑
C. preparation p Site re aration on slopes which exceed 10 feet vertical rise to�
100 feet of horizontal distance.
�;; ❑Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
l° erosion hazard area.
❑® E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of, any watercourse.
❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
!F feet or more, unless prior approval of a Stormwater Management l;
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department wit iyyour Building Permit Application.
APPLICANT: (Property(Dnner,Deign Professional,Agent,Contractor.Other) S.C,T,M. #: 1000 Date
District
NAME. Robe son 18 6 21.7 9/18/2019
Section Block Lot
FOR BUILDING DEPARTMENT USE ONLY****
Contact Information (631)504-8842
TekpM+x\umM!
i Reviewed By:
1, , Date:
Property Address/Location of Construction Work: l;, �(` — — — — — — — — — — —
- - -
27840 Main Rd Approved for processing Building Permit.
Stoi mwater Management Control Plan Not Required.
Odent NY ® Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.
FORM # SMCP-TOS MAY 2014
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
y 1, :� Town Hall Annex - 54375 Main Road - PO Box 1179
o 2020 Southold, New York 11971-0959
4%0 �p� JAN " 2 Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(a�southoldtownny.gov - seand(cD_southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFO AT ON II Information Required) Date:
Company Name:
p Y
Name:
License No.: email:
Address: 5 O k \ �1 -�`'"
Phone No.: (tea
JOB SITE INFORMATION (All Information Required)
Name: �C:2 wul
Address: ,vim
Cross Street: (3 6, 1 11� PD
Phone No.: 3 6 03
Bldg.Permit#: I-1y o'L, 6 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) /,/&41- O6.,A,'<-),
Circle All That Apply:
Is job ready for inspection?: YES ANO Rough In Final
Do you need a Temp Certificate?: YES Issued On
Temp Information: (All Information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information: _
PAYMENT DUE WITH APPLICATION
Request for Inspection Form As
Town Hall Annex4 � Telephone(631-1802
54375 Main Road Fax(631)734-9502
P- O. Box 1179 CD
Southold, NY 11971-0959
y `�
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR VIAIIBER CONSTRUCTION -
Date: September 18th 2019
f
Owner-, Linda Fargo
Location of Property_ 27840 Main Rd.Orient NY' ,
Please take notice that the (check applicable line):
Newresidenlial structure '
✓ Addition to w fisting residential sfrt�ire
Rehabilitation to ars existing !residential structure
:..
to be constructed-o.r performed at the srab'ect roe refq nce above wlll dtilize
(check applicable fine): R`a
Truss type construction (TT)
=z Pre-engineered wood construction(PW)
✓ Timber construction (TC).,
in the following iocation(s)(check applicable line): s
F
f
Floor framing..includijig girders and beam's (F) 1
Roof framing (R)
t
✓ 'Floor and root flaming (FR)
Signature:
1\lame (person submitting this form): ` Robert Wilson
Capacity(check'applicable line):
Owner
✓ Owner representative i
TrussResReo,[S-doaK Effective 1!1!201 S
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REFLECTIVE RED ROMAN ALPHANUMERIC
~Pk[4TONt "'t7ES'iGFIlaTION-OF CO1dSTr2li%T'iOtd
(pms) #187 TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEIN
YORK STATE
" [N. REFLECTIVE
WHITE
112" ST#2dKE
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CONfI'b6iNT.S THAT AIRS OF
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DA`E*01 20
° . NEW YORK STATE DEPARTKENT' OF STATE
i DIVISION OF CODE ENFORCEMENT
AND ADMINISTRATION
NY 016-Admmistnttor'%Deed(Single Shcco f NYBTU 905)
S CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUINIENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY
t ,
THIS INDENTURE,made thc9th day of August in the year 2019
BETWEEN
EDWARD GIBBONS,residing at 85 Country Club Road,Bellport,New York 11713
as id est ator (trix)of the Estate of WILLIAM GIBBBONS
late of Suffolk County,Never` or�C
Who died intestate on the 17th day of August in the year 2015
party of the first part,and
LINDA FARGO,residing at 14 Sutton Place,Apt.IOD,New York,New York 10022
party of the second part,
WITNESSETH,(oat h eas letters of admimstf)1W)y issued to the party of the first part by the
Surrogate's Court ut O County,New York on b and by virtue
of the power and authority given by Article I I of the Estates,Powers and Trusts Law,and to consideration of
FIVE HUNDRED SIXTY THOUSAND($560,000.00)
dollars,
paid by the party of the second part,does hereby grant and release unto the party of the second part,the distributees or
successors and assigns of the party of the second part forever.
ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and
being in the
SEE SCHEDULE A(Attached Hereto)
BEING AND INTENDED TO BE the salve premises conveyed by deed dated 07/13/199 in
Liber 11978 page 74
Premises known as: 27840 Main Road,Orient,New York 11957
Suffolk County Tax Map Designation: District 1000;Section 018.00;Block 06.00;Lot
021.007
TOGETHER with all right,title and interest,if any,of the party of the first pan in and to any streets and roads abutting the
above described premises to the center lines thereof,TOGETHER the appurtenances,and also all the estate which the said
decedent had a the time of decedent's death to said premises,and also the estate therein,which the party of the first pan has or
has power to convey or dispose of,whether individual or otherwise;TO HAVE AND TO HOLD the premises herein
granted unto the pan of the second pan,the distributees or successors ad assignee,,of the party of the second part forever.
AND the party of the first part covenants that the party of the first part has notdone or suffered anything whereby the said
premises have been encumbered in any way whatever,except as aforesaid.
subject to the trust fund provisions of section thirteen of the Lien Law.
the word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires
IN WITNESS WHEREOF,the party of the first pan has executed this release the day and yr r ft,t above written.
IN PRESENCE OF: _ JUL
EDWARD GIBBONS, ADMINISTRATOR
First American Title Insurance Company
y
SCHEDULE A
DESCRIPTION OF PREMISES
Title No. I-ITA-581 I-S
Policy No. 5011436-0190722e
ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,
situate,lying and being at Orient,Town of Southold,County of Suffolk and State of New York,
bounded and described as follows:
BEGINNING at a point on the Southerly side of Main Road(State Route 25)at the intersection of the
Southerly side of Main Road(State Route 25)with the Westerly side of a 25.00 foot right of way known
as Robin Road;
RUNNING THENCE along the Southerly side of Main Road(State Route 25)North 71 degrees 46
minutes 50 seconds East 271.79 feet to land now or formerly of Andrew Smith and Jennifer Smith;
RUNNING THENCE along said land,South 30 degrees 50 minutes 40 second East 330.00 feet to land
now or formerly of Helen Hooke and Colleen McDonough;
RUNNING THENCE along said land South 59 degrees 33 minutes 50 seconds West 267 98 feet to the
Westerly side of a 25.00 foot right of way known as Robin Road,
RUNNING THENCE along said right of way North 30 degrees 24 minutes 10 seconds West 387.50
feet to the point or place of BEGINNING.
SUBJECT to a right of way as set forth in Liber 9327 Page 505 along Westerly 25 feet of premises.
SCHEDULE A
A.1-r.A 2006 OWNERS P01.I0'
USEAChi,otVLEDGMFNTFORIIRELoiviviTiiiNNF1VYORKSTATEONLY' UST.ACKNowui)GbfF,17FORMRFiowwTNINNFWYORKSTATF.ONLY:
Stale of New York,County of Suffolk }ss.: State of New York,County of }ss.:
On the 9t11day of AUpUSt in the year 2019 On the day of in the year
before me,the undersigned,personally appeared before me,the undersigned,personally appeared
EDWAffD GIBPONS
persona y known o me or proved to me on the basis of satisfactory personally known to the or proved to me on the bests of satisfactory
evidence to be the individual(s)whose name(s)is(are)subscribed to the evidence to be the individual(s)whose name(s)is(arc)subscribed to the
within instrument and acknowledged to me that he/she/they executed within instrument and acknowledged to me that helshelthey executed
the same in histher/their capucny , an al by
Its hLdtheir the same to his/her/their capacily(icti), uid that by his/her/their
signature(s)on the instrument! tndividu.d(s),o the person upon signature(s)on the instrument, the individual(s),or the person upon
behalf of which the individual(s ac executed the nstrumenl. behalf of which the individual(s)acled,executed the itntrument.
QWCH
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Pha2l-'
NOTARY PUBLIC'Slue of New Yak
0=59d in SttAtotk CCU*
No,UIPMM719 r
Corinselm Egku&*8,2D '
ACKNOWLF.DGHFA7FURbtFOR USI WIT11INNF.IVYORK STA TFONt.Y.- AC6NOIYIF.DGbfFNTFostFORUSEOarswrNEWYORK STATROm.Y.
lNerr York Subscribing Moress A rknoa ledgment Certificate) low of Stoic or roreign General Acknoidedgoeut Certificate]
State of New York,County of }ss.: .. . . ................. .... ..
(Connptete Venue itithState,Country,Province or Municipality)
On the day of to the year
before me,the undersigned,personally appeared On the day of in the year
before me,the undersigned,personally appeared
the subscribing witness to the foregoing instrument,with whom I am
personally acquainted,who,being by me duly swum,did depose and personally known to me or proved to me on the basis of satisfactory
say that he/she/they reside(s)in evidence to be the individual(s)whose name(s)is(roe)subscribed to die
within instrument and acknowledged to me that he/sWthey executed
(ifthe placc afresidence is in a crp`,include drestreei and streernurnber die same in hiVher/their capacity(ies),that by his/her/their signature(s)
fain',rhereaf);that he/she/they know(s) on the instrument,the individual(s),or the person upon behalf of which
the individual(s)acted,executed the instrument,and that such individual
to be the individual described in and who executed the foregoing made such appearance before the undersigned in the
instrument,that said subscribing witness was present and saw said
execute the same;and that said witness at the Same time subsenbed (Insert the city oroilier politic(tl siibdii,tvioij and the grate or cotunry or
hisAter/their name(s)as a witness thereto, other place the ackrtaivledgment iras taken).
ADnttNls rRATOR,s DEED
TME N0
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SEDISTRICTio01 00
SEC:rID
EDWARD GIBBONS BLOCK.x`)6.00
LOT U`1.007
TO COUNTY OR TOWN Suffolk
LINDA FARGO
RECORDEDAT REQUPST OF
Fidelity National Title Insurance Company
RETURN BYA11111.TO
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FIDELITY NATIONAL TITLE P.O.Box 1672
INSURANCE COMPANY MIIttituck,New York 11952
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TP-584(7119) Department of Taxation and Finance
Recording office time stamp
NEW Combined Real Estate
s°A E Transfer Tax Return,
Credit Line Mortgage Certificate, and
Certification of Exemption from the
Payment of Estimated Personal Income Tax
See Form TP-584-1,Instructions for Form TP-584,before cam lebng this corm,Print or type.
Schedule A—Information relating to conveyance
Grantor/Transferor Name(ilmdividual,last first,middle mdrat)(❑mark an X dmore than one grantor) Social Security number
❑Individual Gibbons,Edward,Administrator of the Estate of William Gibbons
❑Corporation Mailing address Social Security number
❑Partnership 85 Country Club Road
x❑EstaterTrusl City State ZIP code EIN
❑Single member LLC Bellport NY 11713 32-6452933
❑Other Single member's name If grantor is a single member LLC(see instructions) Single member EIN or SSN
Granteerrransferee Name(d 1ndrWduaf last,first,middle inking(❑mark an X Amore than one grantee) Social Security number
❑Q Individual Fargo,Linda I q 63 6-1 cj
❑Corporation Mailing address Social Security number
❑Partnership 14 Sutton Place,Apt.10D
❑Estaterrrust City State ZIP code EIN
❑Single member LLC New York NY 10022
❑Other Single member's name d grantee is a single member LLC(see instructions) Single member EIN or SSN
Location and description of property conveyed
Tax map designation— SVNS code Street address City,town,or village County
Section,block&lot (six digits)
(include dots and dashes)
018.00-06.00-021.007 y`73 27840 Main Road Orient Suffolk
Type of property conveyed(mark an X to appircable box)
1 N One-to three-family house 5 ❑Commercialilndustrial Date of conveyance Percentage of real property
2 ❑Residential cooperative 6 ❑Apartment budding conveyed which is residential
3 ❑Residential condominium 7 ❑Office building 08 1 09 1 2019 real properly 100%
4 ❑Vacant land 8 ❑Other month day year (see instructions)
Condition of conveyance(mark all that apply) f,❑Conveyance which consists of a I ❑Option assignment or surrender
a. O Conveyance of fee interest mere change of identity or form of
ownership or organization(attach
Form TP-584 f,Schedule F) m❑Leasehold assignment or surrender
b. ❑Acquisition of a controlling interest(state
percentage acquired %) g.❑Conveyance for which credit for tax n ❑Leasehold grant
previously paid will be claimed(attach
c. ❑Transfer of a controlling interest(state Form TP-5841,Schedule G) o.❑Conveyance of an easement
percentage transferred %) h.❑Conveyance of cooperative apadment(s)
p.❑Conveyance for which exemption
d. ❑Conveyance to cooperative housing i.❑Syndication from transfer tax claimed(complete
corporation Schedule 8,Part 3)
j.❑Conveyance of air rights or q.O Conveyance of property partly vnthtn
e. ❑Conveyance pursuant to or in lieu of development rights and partly outside the state
foreclosure or enforcement of security k.❑Contract assignment r.❑Conveyance pursuant to divorce or separation
interest(attach Form TP-584.f,Schedule E) s.❑Other(describe)
For recording officer's use Amount received Date receivedTransaction number
Schedule 8,Part 1 S
Schedule 8,Part 2 S
l
v
l
'Page 2 of 4 TP-584(7/19)
Schedule B—Real estate transfer tax return(Tax Law,Article 31)
Pert 1—Computation of tax due
1 Enter amount of consideration for the conveyance(if you are claiming a total exemption from tax,mark the
exemption claimed box,enter consideration and proceed to Part 3)........................ Exemption claimed 1. 560000 00
2 Continuing lien deduction(see instructions d property is taken subject to mortgage or ken).... ..... .... ................ 2. 0 00
3 Taxable consideration(subtract line 2 from line 1) .. ........... . .. ..... .. ....... ..... . .......I...... ... 3. 560000 00
4 Tax:S2 for each S500,or fractional part thereof,of consideration on line 3...................................................... 4. 2240 00
5 Amount of credit claimed for tax previously paid(see instructions and allach Form TP-584.1,Schedule G)............. 5. 0100
6 Total tax due'(subtract line 5 from line 4)....... .. .... . . .... ....... ............. ............ 6. 2240100_
Part 2—Computation of additional tax due on the conveyance of residential real properly for$1 million or more
1 Enter amount of consideration for conveyance(from Part r,line 1)...................... .. 1.
2 Taxable consideration(multiply Una i by the percentage of the premises which is residential real property,as shown in Schedule A). 1 2.
3 Total additional transfer tax due'(multiply line 2 by 1%(.01)). .............. 1 3.
Part 3—Explanation of exemption claimed on Part 1,line 1(mark any boxes that apply)
The conveyance of real property is exempt from the real estate transfer tax for the following reason
a Conveyance is to the United Nations,the United States of America,New York State,or any of their instrumentalities,agencies,
or political subdivisions(or any public corporation,including a public corporation created pursuant to agreement or compact ❑
with another state or Canada).....................................:.....................:... a
b. Conveyance is to secure a debtor other obligation .. ........... ....... ... ...................... b ❑
c Conveyance is without additional consideration to confirm,correct,modify,or supplement a prior conveyance......... .................. c ❑
d Conveyance of real property is without consideration and not in connection with a sale,including conveyances conveying I�I
realty as bona fide gifts. . ... .I..... .............. ...... ...... d ❑
e. Conveyance is given in connection with a tax sale.............................................................................. ... .......... e ❑
f. Conveyance is a mere change of identity or form of ownership or organization where there is no change in beneficial
ownership.(This exemption cannot be Claimed for a conveyance to a cooperative housing corporation of real property
comprising the cooperative dwelling or dwellings.)Attach Form TP-584.1,Schedule F.............. .. .... f ❑
gConveyance consists of deed of partition.. ..... .......... .... ... ..: ... ... . .. ...... .. ............................. g ❑
h. Conveyance is given pursuant to the federal Bankruptcy Act ...... ... ..... .. .......... ... .... ... . .. .. h ❑
I. Conveyance consists of the execution of a contract to sell real property,without the use or occupancy of such property,or
the granting of an option to purchase real property,without the use or occupancy of such property.... ... ... ....................... ..... t ❑
j Conveyance of an option or contract to purchase ieal property with the use or occupancy of such property where the
consideration is less than$200.000 and such property was used solely by the grantor as the grantor's personal residence
and consists of a one-,two-,or three-famity house,an individual residential condominium unit,or the sale of stock
in a cooperative housing corporation in connection with the grant or transfer of a proprietary leasehold covering an
individual residential cooperative apartment................................................... •. .......................................... .. .....•................. j ❑
k Conveyance is not a conveyance within the meaning of Tax Law,Article 31,§1401(e)(attach documents
supportingsuch claim)............................................................................................... .............................................................. k ❑
The total tax(from Part 1,line 6 and Part 2,line 3 above)is due within 15 days from the date of conveyance.Make check(s)payable to
the county clerk where the recording is to take place,For conveyances of real property within New York City,use Form TP-584-NYC.If a
recording Is not required,send this return and your check(s)made payable to the NYS Department of Taxation and Finance,directly to the
NYS Tax Department,RETT Return Processing,PO Box 5045,Albany NY 12205-0045.If not using U.S.Mail,see Publication 55,Designated
Private Delivery Services
Page 3 of 4 TP-584(7119)
Schedule C—Credit Line IlAortgage Certificate(Tax Law,Article 11)
Complete the following only if the interest being transferred is a fee simple interest.
['(we)certify that.(mark an X in the appropriate box)
1 ❑X The real property being sold or transferred is not subject to an outstanding credit line mortgage
2. ❑ The real property being sold or transferred is subject to an outstanding credit line mortgage.However,an exemption from the tax
is claimed for the following reason:
a ❑The transfer of real property Is a transfer of a fee simple interest to a person or persons who held a fee simple interest in the
real property(whether as a joint tenant,a tenant in common or otherwise)Immediately before the transfer.
b ❑The transfer of real property is(A)to a person or persons related by blood,marriage or adoption to the original obligor or
to one or more of the original obligors or(B)to a person or entity where 50%or more of the beneficial interest in such real
property after the transfer is held by the transferor or such related person or persons(as in the case of a transfer to a trustee for
the benefit of a minor or the transfer to a trust for the benefit of the transferor).
c ❑The transfer of real property is a transfer to a trustee in bankruptcy,a receiver,assignee,or other officer of a court
d ❑The maximum principal amount secured by the credit line mortgage is$3,000,000 or more,and the real property being sold
or transferred is not principally improved nor will It be Improved by a one-to six-family owner-occupied residence or dwelling
Note:for purposes of determining whether the maximum principal amount secured Is$3,000,000 or more as described above,the
amounts secured by two or more credit line mortgages may be aggregated under certain circumstances.See TSB-M-96(6)-R for
more information regarding these aggregation requirements.
e ❑Other(adach deladed explanation).
3. ❑ The real property being transferred is presently subject to an outstanding credit line mortgage.However,no tax is due for the
following reason.
a ❑A certificate of discharge of the credit line mortgage is being offered at the time of recording the deed.
b ❑A check has been drawn payable for transmission to the credit line mortgagee or his agent for the balance due,and a
satisfaction of such mortgage will be recorded as soon as It is available.
4. ❑ The real property being transferred is subject to an outstanding credit line mortgage recorded in
(insert liber and page or reel or other identification of the mortgage) The maximum principal amount of debt or obligation secured
by the mortgage is ,No exemption from tax is claimed and the tax of
is being paid herewith.(Make check payable to county clerk where deed will be recorded.)
Signature(both the grantor(s)and grantee(s)must sign)
The undersigned certify that the above information contained in schedules A,B,and C,including any return,certification,schedule,or
attachment,is to the best of his/her knowledge,true and complete,and authorize the person(s)submitting such form on their behalf to receive
a copy for purposes of recprdi g the deed or other instrument effecting the conveyance.
Grantor signature Title Grantee signatu Tille
Grantor signature Title Grantee signature Title
Reminder.Did you complete all of the required information In Schedules A,B,and C7 Are you required to complete Schedule D?If you
marked is,f,or g in Schedule A,did you complete Form TP-584.1?Have you attached your check(s)made payable to the county clerk where
recording will take place?If no recording is required,send this return and your check(s),made payable to the NYS Department of Taxation
and Finance,directly to the NYS Tax Department,RETT Return Processing,PO Box 5045,Albany NY 12205-0045.If not using U.S.Malt,
see Publication 55,Designated Private Delivery Services.
r
Page 4 of 4 TP-584(7/19)
Schedule D—Certification of exemption from the payment of estimated personal income tax(Tax Law,Article 22,§663)
Complete the following only if a fee simple interest or a cooperative unit is being transferred by an individual or estate or trust.
'if the property is being conveyed by a referee pursuant to a foreclosure proceeding,proceed to Part 2,mark the second box under
Exemptions for nonresident transreror(s)/seller(s),and sign at bottom.
Part 1—New York Slate residents
If you are a New York Stale resident transferors)/seller(s)listed in Form TP-584,Schedule A(or an attachment to Form TP-584),you
must sign the certification below.If one or more transferorslsellers of the real property or cooperative unit is a resident of New York State,
each resident transferor/seller must sign in the space provided If more space is needed,photocopy this Schedule D and submit as many
schedules as necessary to accommodate all resident transferors/sellers
Certification of resident transferors)/seller(s)
This is to certify that at the time of the sale or transfer of the real property or cooperative unit,the transferor(s)/seller(s)as signed below was
a resident of New York State,and therefore is not required to pay estimated personal income tax under Tax Law,§663(a)upon the sale or
transfer of this real property or cooperative unit.
Sign Print full name Date
Edward Gibbons,Administrator 08-09-2019
Slgnal a Print full name Date
Signature Print fun name Dale
Signature Pnnl full name Dale
Note:A resident of New York State may still be required to pay estimated tax under Tax Law,§665(c),but not as a condition of recording a
deed.
Part 2—Nonresidents of New York Slate
If you are a nonresident of New York State listed as a transferor/seller in Form TP-584,Schedule A(or an attachment to Form TP-584)but are
not required to pay estimated personal income lax because one of the exemptions below applies under Tax Law,§663(c),mark the box of
the appropriate exemption below.If any one of the exemptions below applies to the transferors)/seller(s),that transferor(s)/seller(s)is not
required to pay estimated personal income lax to New York State under Tax Law,§663.Each nonresident transferor/seller who qualifies
under one of the exemptions below must sign in the space provided.If more space is needed,photocopy this Schedule D and submit as
many schedules as necessary to accommodate all nonresident transferors/sellers
If none of these exemption statements apply,you must Complete Form IT-2663,Nonresident Real Property Estimated Income Tax Payment
Form,or Form IT-2664,Nonresident Cooperative Unit Estimated Income Tax Payment Form.For more information,see Payment of estimated
personal income tax,on Form TP-584-I,page 1
Exemption for nonresident transferor(s)/seller(s)
This is to certify that at the time of the sale or transfer of the real property or cooperative unit,the transferors)/seller(s)(grantor)of this real
property or cooperative unit was a nonresident of New York State,but is not required to pay estimated personal income tax under Tax Law,
§663 due to one of the following exemptions:
❑The real property or cooperative unit being sold or transferred qualifies in total as the transferor's)seller's principal residence
(within the meaning of Internal Revenue Code,section 121)from Date Dale to (see instructions)
❑The transferor/seller is a mortgagor conveying the mortgaged property to a mortgagee in foreclosure,or In lieu of foreclosure with
no additional consideration.
❑The transferor or transferee is an agency or authority of the United Slates of America,an agency or authority of the state of
New York,the Federal National Mortgage Association,the Federal Home Loan Mortgage Corporation,the Government National
Mortgage Association,or a private mortgage insurance company
Signature Pnnt run name Dale
Signature Pnnl full name Dale
Signature Pnnl full name Dale
Signature Print full name Date
Townships:
East Hampton 03
Peconic Ba Region Riverhead 06
Y � Shelter Island 07
Community Preservation Fund Southampton 09
Southold 10
Proceeds of this transfer tax are disbursed to the
Townships in which the transaction takes place for
its acquisition of land,development rights,anti
other interests in properly for conservation
purposes.
Please print or type,
Schedule A Information Relating to Conveyance
Grantor Name(individual:last,lirst,middle Initial) Social Security Number
❑Individual Gibbons, Edward, Administrator of Estate
❑Corporation Mailing address SocialSecurityNumber
❑Partnership 85 Country Club Road
City State ZIP code Federal employer ident,
Q Other Bellport NY 11713 32-6452933
-grantee Name(Individual,last,first,middle initial) Social Security Number
B individual Fargo, Linda 3 9('116-3 6`79_
❑Corporation Mailing address Social Security Number
❑Partnership 14 Sutton Place.-Apt. 1 OD
city Stale ZIP code Federal employer-- idem'.—
❑other New York NY 10022
Location and description of property conveyed
Tax map designation i Address I VillageTown
Dist Section Block Lot
27840 Main Road orient
rS.Ihhold
1000 018.00 05.00 021.0071
Type of property conveyed(check applicahfe box)
Date or conveyance Dual Towns:
N Improved 08/09/2019 —
❑Vacant land
Condition of conveyance)check all ilia?appl)-)
a-Conveyance of fee interest b.-Acquisition of a I. -Conveyance which consists of a mere r-contract assignment
controlling interest (state DO change of Identity orfarm of ownership or 1. -Option assignment or surrender
percentage acquired t %) organixeti in m-Leasehaid assignment or surrender n.-
c.-Transfer of a controlling Interest(state g-Conveyance for which credit(or tax Leasehold grant
percentage transferred %) previously paid will be claimed a, - Conveyance of an easement p. -
d.-Conveyance to cooperative housingConveyance for which exemption Is
h-Conveyance of cooperative apartment(s)L
corporation -Syndication claimed(complete Schedule B.Part 11)
e.-Conveyance pursuant to or in lieu of I- -Conveyance of air rights or development q.-Conveyance of property partly within and
foreclosure or enforcement of security rights partly without the state
Interest r -Other(describc)
Schedule e - Community Preservation Fund
Part 1-Computation of Tax Due
I.linter amount orconsideration for the conveyance(from line 1 TP584 Schedule B)
ff25-
2.Allowance(sceliclow)
D 00.00
3.Taxableconsideration(subtrdcLline2 front line 1) 00_00.00
4.2%Community Preservation Fund(of line 3)make certified check payable to SUFFOLK COUNTY CLERK 00.00
5.Property not subject to CPF Tax(Sec Schedule C) ❑' "`
5
For recording officer's use Amountreceived Date received Transaction number
Allowance:
East Hampton $250,000 GO Improved $100,000 00Vacant Land(Unimproved)
Shelter Island $250,000.G0Improved $100,000.00 Vacant Land(Unimproved)
Southampton $250,000.00 improved $100,000.00 Vacant Land(Unimproved)
Riverhead $150,000.00 Improved $75,000,00 Vacant Land(Unimproved)
Southold $150,000.00 Improved $75,000 00 Vacant land(Unimproved)
- tzAlta,m/oto
Schedule C (continued)
'Part 11-Explanatlon of Exemption Claimed in Part I,line 1(check any boxes that apply)
The conveyance of real property is exempt from the real estate transfer tax for the following reason-
a.Conveyance is to the United Nations,the United States of America,the state of New York or any of their instrumentalities,
agencies or political subdivisions (or any public corporation, including a public corporation created pursuant to agreement or ❑
compact with another state or Canada)
b.Conveyance is to secure a debt or other obligation ❑
c.Conveyance is without additional consideration to confirm,correct,modify or supplement a prior conveyance ❑
d.Conveyance of real property is without consideration and not in connection with a sale,Including conveyances conveying ❑
realty as bona fide gifts
e Conveyance Is given in connection with a tax sale ❑
f.Conveyance is mere change of identity or form of ownership or organization where there is no change in beneficial ownership.
(This exemption cannot be claimed for a conveyance to a cooperative housing corporation of real property comprising the ❑
cooperative dwelling or dwellings.)
g-Conveyance consists of deed of partition ❑
h.Conveyance is given pursuant to the federal bankruptcy act ❑
1.Conveyance consists of the execution of a contract to sell real property without the use or occupancy of such property or the ❑
granting of an option to purchase real property without the use or occupancy of such property
J.Conveyance or real property which is subject to restrictions which prohibit the use of the entire property for any purposes
except agriculture, recreation or conservation, pursuant to Section 1449-ee (2) G) or (k) of Article 31-D of the Tax Law.
(See required Town approval,below) ❑
k.Conveyance of real property for open space,parks,or historic preservation purposes to any not-for-profit tax exempt ❑
corporation operated for conservation,environmental,or historic preservation purposes,
1.Other list explanations in space below(Grandfather/Contract) ❑
m Conveyance of real property as a primary residence where the grantee is a first-time homebuyer ❑
(attached approved application)
n Conveyance of real property to a tax exempt,not-far-profit corporation for the purpose of providing affordable housing. ❑
o_The conveyance is approved for an exemption from the Community Preservation Transfer Tax,under Section 1449-ee of
Article 31-D of the Tax law.(See j In Schedule C)
Town Attorney or other designated official
Penalties and interest
Penalties interest
Any grantor or grantee falling to file a return or to pay,any tax within Daily,compounded interest will be charged on the amount of the
the time required shall be subject to a penalty of 10° of the amount tax due not paid within the time required.
of tax due plus an interest penalty of 2%of such amount of each
month of delay or fraction thereof after the expiration of the first
month after such return was required to be filed or the tax became
due.,However, the interest penalty shall not exceed 2576 in the
aggregate.
Signature (both the grantor(s) and grantee(s) must sign).
The undersigned certify that the above return, including any certification, schedule or attachment, is to the best of his/her
knowledge,true and cci ple .
Grantor Grantee
Grantor Grantee
umn Miw
INSTRUCTIONS(RP-5217-PDF-INS);www cfps state try u5
FOR COUNTY USE ONLY New York State Department of
C1.SWJSCode i , , , , i Taxation'andfinance
� C2 Date Deed Recorded i / / i
Lq Office of Real Property Tax Services
Ory Y.. RP-5217-PDF
Cil.Beak P i l C4,Page , , Real Property Transfer Report(8110)
PROPERTY INFORMATION
1 Property 21840 Main Road
Location
'61RCET mlVBER •6TR[ET f4arE
Southold orient 10022
-cm rn rover valACE •trPcooc
2.Buyer Fargo Linda
Nam.
•LA4T NWrjCouPFHY rFtst nluE
IA6T W W r1CdRNri Fast I—E
3 Tax Indicate where future Tax Bilis are to be sant
BlOing if omerthan buyer addross(at bottom of faun) IAai INYnCCURAar nasi NR VE
Address
STREET MiinERARO Hn E OnT OA TrMN - - - 61eTE aPaOe£
4 indicate the number of Assessment 1 Pan of a Parcel 10°ly if Pad or a Parcel)Chack as they apply
Roll parcels transferred on the dead a°1 p8rc°In OR ❑ 4A Phin ns,g Board with Subdrvrslmr Authority Ends
S.Deed , OR 2.20 4B Subdivision
property FEET •OEPTN 'AERES Approval was Rerytrirad for Transfer
Bile ❑
4C Parcel Approved for Subdivisran with Map Provided
Gibbons Edward, Administrator of
a Seller •rAtT ruuFxouanyr FwsT aA"E
Name the Estate of Gibbons William
IAST WIAEXO"AYY FIRST NAME
Chock the boxes below as they apply:
' a7.Sahel the description which most accurately describes the - --
Me
-Me of the PmpeFty at the rime Of 18410; a.Ownership Typo Is Condominium
A.Onc Famdp Residential 9.New Consftudton an a Vacant Land
10A Propedy Loml°dwithln an Agncullural Drsldtl 5
10B Buyer received a dud..m matice indicating that the property is in an ❑
Agdcullurrt District
SALE INFORMATION '15 Check one or mora of these conditions as applicable to transfer:
A.Sale Behveen Relaiwes or Former Relatives
11.Sale Contract Data 05/15/2019 B Sale between Related Companies or PFiMers in Business
C,One of the Buyers Is also a Seller
08/09/2019 D Buyer or Seiler is Government Agency or Lending lnsW.V,n
12.Date of SafnRrensfer E,'Oeed"Type not 4Vananty Or Btagain and Safe(S(Teoly Below)
F.Sale of Fractional or Lass than Fee Interest(Specify Below)
•13.Full Sale Pride 560,000,0() G Significant Change in Progeny Between Taxable Stains and Sale Dates
H Sale of Business Is Included in Sale Price
(Fun Safe Price Is the total amount paid for the properly Including personal property- 1 Other Unusual Faclors Affecting Sale Price(Specify Below)
This payment may be In the form or cash,other p upterty,or goods,or the awtimplion of "Nolle
mortgages or other obligations I Pkase round to the dearest whole dollaram°unL
•Camment(e)on Condition:
14.Indicate the value of personal 0
property Included In the sale
00
ASSESSMENT INFORMATION-Data should reflect the latest Final Assessment Rail and Tax Bill
16,Year of Assessment Roil from which Information taken(YY) 19 •17 Total Assessed Value 6r 500
•1s Pmperty Cleas 210 _ •19 School District Name Oysterponds
•20.Tax Map IdentNler(s)rRoll Identigerls)(If mora than lour,attach sheet with additional Identifier(s))
1000-BIR 00-06.00-021.000
' CERTIFICATION
I Certifythat an of the Itemmro w
Harris of Information onted on this form am and correct(to the boat of my knowledge and beliel)and I understand that the making of any willful
,also statement of material fact herein subject me to thapLoyjtkns of the genal lkw_roUllve to the making and filing of false Instruments.
tl NAT113R f3UyEE�GQNTl1C(a19EQi;ISyOrl
/� mmyJEM8miisrim nbr tl,w2lal NNS Cd000ry.Mn aooery,usowtacuft Prsi-i,pal didb mpep—bile
enatr ilial n nor an*r U o bvfer N or/woary•Nen a name and contact miamaLon a on mdmeuavreaporlvbb
rJ �1�peM xfia run mtsvrt Weabona reeen6np em aanslcmual beenlered TypewPdnlCWdYI
SELLER SKNANRE DATE / —l
111OCE6SLGN6LllSE Fargo Linda
•iAST rL1YE cast 1 U
��� YREl1 GOOF -1EUE Vn EIIIn1.ER IEr 8999iV9)
EATER 6Yiraat"RE i
14 Sutton Place, Apt. DOD
•51REETWueER -MEET M E
IP r New York NY 10022
'CITY OR TOY.N state •r1PCOOE
� BUYER'S ATTOR�
i
Jannuzzi David
t.u-r ru+uE FasT uwE
i
(631) 298-8065
MG CAO£ ICDCPilar.E HeVBEn(E�si4iagl
"
5U \/EY OF POVERTY
SITUATE: ORIENT
f TOWN: 5OUTHOL D'
` 5UEEOL.K COUNTY, NY
5URVEYED 06-28-201 a
5UFFOLK COUNTY TAX #
' 1000 - 18 - 6 - 21.-1
CERTIFIED TO:
Lisa Fargo
First American Title Co.
Santander Bank, NA
l
i 1
I 11�
001
kS\
i
1 js " 3 i
i
o¢s fl
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- s
Q
i
} 7 A
tl' 11 a��d��l7d1 k6�1Ye��6tlY 1
t@;\ �; qw Yak ffi�dyo�C]Aw�6ma'
NOTES: Ce,� C9 "a i m�nawes
® MONUMENT FOUND �iNa tw
�
p PIPE FOUND
' to EAm Aaron w.eo.wknvgnp ,
4 amuJOHN EHLERS LAND SURVEYOR
.a�IglGa�r o7 Memnon Cm1f ro
i
Area = C15,655 50 FT OR 2.20 AGRES C. sL
6 EAST MAIN STREET N.Y.S.UC.NO.50202
GRAPHIG'SGALE I"= 50' UVERHEM,N.Y.11901 631369-8288
NEI RRF( \iTr.PPss\Tnhnlilrer�tmvsts\Mo ilmn�ae:\1®\10_1ZOA fe,Y.
� r
Generated, Y Scheck-Web Software
C�(JCompliance Certificate
Project 1 StoryAddition
Energy Code: 2015 IECC
Location: Greenport, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
27840 Main Rd Fargo Louis Schwartz
Orient, NY 27840 Main Rd Tiderunner Engineering&Design,
Orient, NY PC
7 Ridgewood St
Bay Shore, NY
Compliance: 11.0%Better Than Code Maximum UA: 290 Your UA: 258 Maximum SHGC: 0.40 Your SHGC: 0.28
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home
Envelope Assemblies
°
a °
Ceiling: Flat Ceiling or Scissor Truss 1,251 25.0 0.0 0.040 50
Wall:Wood Frame, 16"o.c. 2,423 15.0 5.0 0.053 119
Door:Glass Door(over 50%glazing) 40 0.340 14
SHGC:0.27
Window:Wood Frame 144 0.290 42
SHGC:0.28
Floor:All-Wood joistrrruss 1,251 38.0 0.0 0.026 33
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has n desi d t meet the 20 5 IECC requirements in
REScheck Version REScheck-We d to comply with the mandatory requi ents I' ed n e RESchec spection C ecklis .
�Z-
Name Title 10
Joh
o ` P,
(313 ro
HOF
F�
Project Title: 1 Story Addition Report date: 09/20/19
Page 1 of 9
Data filename:
�.
Schack ware Version : REScheck-Web
Inspection Checklist
Energy Code: 2015 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is Itemized in a separate table, a reference to that table is provided.
'
section, .,
Pla-ns Verified. Field verified`-
# ` Pre-Insperetlori/Pian,Revi6w,- Com�shes?_ '' C®ersmentslAssumptions
&`Re .IL1 value, value
103.1, ;Construction drawings and --- EComplies
103.2 'documentation demonstrate "' ❑Does Not
[PR1]1 energy code compliance for the ❑Not Observable
building envelope.The
envelope represented on ;❑Not Applicable
construction documents.
103.1, Construction drawings and 'UComplies
103.2, documentation demonstrate ❑Does Not
403.7 energy code compliance for
[PR3]1 lighting and mechanical systems. ; -[:]Not Observable .
'Systems serving multiple ❑Not Applicable
dwelling units must demonstrate z -
compliance with the IECC
:Commercial Provisions. -
302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies
403 7,:`"�;sized per ACCA Manual S based Btu/hr Btu/hr_ ;❑Does Not
[Pit2]2- " on loads calculated per ACCA ; Cooling: ; Cooling: ;❑Not Observable
Manual J or other methods Btu/hr_ Btu/hr_
-)approved by the code official. ❑Not Applicable ,
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: 1 Story Addition Report date: 09/20/19
Data filename: Page 2 of 9
Section Coin lies?�`- Comlbdrits/A`ssuri�ption§ _
?# Fo6r daition`inspeWon_ p_
'&Reg.ID '�:�-"..,�; ,,,,, ,"„ _._-;._ ;,,,.,�; �.-'
303:2:1 -";A protective covering is installed to !OComplies
[FO1i]z _,?protect exposed exterior insulation `Does Not
iand extends a minimum of 6 in. below ONot observable'
grade. TINot Applicable
Complies
403'.9, ,,xr�Snow-and ice-melting system controls I�Does Not
[F,012]?�;_ iinstalled.
,[JNot observable
:ONot Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1)
2 Medium Impact(Tier 2) 1 3 ILOW Impact(Tier 3)
Report date: 09/20/19
Project Title: 1 Story Addition Page 3 of 9
Data filename:
Section _plans.Verified . Field Verified
#_ Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions
&Req.ID
402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies 'See the Envelope Assemblies
402.3.1, ;average). C❑Does Not table for values.
402.3.3,
402.5 '[]Not Observable
[FR2]1 ❑Not Applicable
303.1.3 U-factors of fenestration products ;❑Complies
[FR4]1 ;are determined in accordance "❑Does Not
with the NFRC test procedure or
14, taken from the default table, ❑Not Observable
❑Not Applicable
402.4.1.1 Air barrier and thermal barrier ,❑Complies
[FR23]1 installed per manufacturer'sr❑Does Not
instructions.
' ❑Not Observable
❑Not Applicable
402.4.3 Fenestration that is not site built _ _ ❑Complies
[FR20]1 is listed and labeled as meeting
r, ,❑Does Not ,
AAMA/WDMA/CSA 101/I.S.2/A440; : --#❑Not Observable
or has infiltration rates per NFRC ;
400 that do not exceed code °❑Not Applicable
limits. I -
402.4.5 ;IC-rated recessed lighting fixtures,-` ❑Complies
[FR16]2 :sealed at housing/interior finish ❑Does Not
and labeled to indicate:52.0 cfm
leakage at 75 Pa. '❑Not Observable
j. s ❑Not Applicable
403.3.1 Supply and return ducts in attics ;i E]Complies
[FR12]1 insulated>= R-8 where duct is ❑Does Not
>=3 inches in diameter and >_
R-6 where<3 inches.Supply and,'-• = „- []Not Observable
return ducts in other portions of _ �❑Not Applicable
the building insulated >= R-6 for ;
diameter>= 3 inches and R-4.2 t
for< 3 inches in diameter,
403.3.5 'Building cavities are not used as '' _ - ';❑Complies
-IFR-15]3 ducts or plenums. ❑Does Not
' ❑Not Observable
❑Not Applicable
403.4 HVAC piping conveying fluids R-_ Rt_ ❑Complies
[FR17]2 ;above 105°F or chilled fluids ❑Does Not
;below 55 4F are insulated to>_R-
❑
"3 ; Not Observable .
❑Not Applicable
403.4.1 Protection of insulation on HVAC j- =.;❑Complies
[FR24]1 piping. t '❑Does Not
'❑Not Observable
❑Not Applicable '
403:5.3 Hot water pipes are insulated to R- R- ❑Complies
[FR18]2 -`?R-3. '❑Does Not
:❑Not Observable
[]Not Applicable '
403.6 ;Automatic or gravity dampers are" ' ,❑Complies
[FR19]2 installed on all outdoor air i ❑Does Not
intakes and exhausts.
❑Not Observable .
❑Not Applicable
Additional Comments/Assumptions:
111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 1 Story Addition Report date: 09/20/19
Data filename: Page 4 of 9
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3- Low Impact(Tier 3)
Report date: 09/20/19
Project Title: 1 Story Addition Page 5 of 9
Data filename:
t
Section ' = I pians Verified Field Verified '' '
#, Insulation Inspection Value , Value Complies? Comm nts/Assumptions
&Req.ID _
303.1- ;All installed insulation is labeled _ ❑Complies
[IN13]? or the installed R-values ❑
provided. Does Not
- ' ❑Not Observable '
❑Not Applicable k
402.1.1, Floor insulation-R-value. R- R- ❑Complies 'See the Envelope Assembhes
402.2.6 ❑ Wood ;❑ Wood ❑Does Not table for values.
[IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable ;
[]Not Applicable ,
303.2, Floor insulation installed per ; ❑Complies
402.2.7 :manufacturer's instructions and . , ❑Does Not
[IN2]1 in substantial contact with the
3, :underside of the subfloor,or floor; ;❑Not Observable
framing cavity insulation is in ❑Not Applicable
contact with the top side of
sheathing,or continuous
insulation is installed on the
underside of floor framing and
,extends from the bottom to the I'
top of all perimeter floor framing
members.
402.1.1, Wall insulation R-value. If this is a: R- R- '❑Complies ;See the Envelope Assemblies
402.2.5, :mass wall with at least 1/2 of the ;❑ Wood ;❑ Wood ❑Does Not ;table for values.
402.2.6 wall insulation on the wall '❑ Mass ❑ Mass []Not Observable
[IN3]1 ;exterior,the exterior insulation
requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable
303.2 Wall insulation is installed per !❑Complies
[IN4]1 manufacturer's instructions. - ❑Does Not
-[:]Not Observable
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 1 Story Addition Report date: 09/20/19
Data filename: Page 6 of 9
Section plansVerified ' •Field,Verified ;Complies? Comments/Assu`mptions
#" Final Inspection Provisions` :
Section Plans Verified Field Verifled
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
&Req.ID
403,6.1 `Ail mechanical ventilation system ❑Complies
[FI25]2 'fans not part of tested and listed []Does Not
'HVAC equipment meet efficacy
and air flow limits. ❑Not Observable .
❑Not Applicable
403.2 ;Hot water boilers supplying heat - ❑Complies
[FI26]2 through one-or two-pipe heating ❑Does Not
;systems have outdoor setback
control to lower boiler water ?` ❑Not Observable '
temperature based on outdoor ❑Not Applicable
'temperature.
403.5.1.1 'Heated water circulation systems '❑Complies
[F128]2 'have a circulation pump.The ❑Does Not
;system return pipe is a dedicated
'return pipe or a cold water supply; , " _ ❑Not Observable
;pipe.Gravity and thermos- _'❑Not Applicable
;syphon circulation systems are
not present.Controls for
circulating hot water system
pumps start the pump with signal _
-;for hot water demand within the '
occupancy. Controls
automatically turn off the pump
.when water is in circulation loop ,
is at set-point temperature and
no demand for hot water exists.
403.5.1,2 Electric heat trace systems
]Complies
[F129)2[FI29)2 'comply with IEEE 515.1 or UL = �❑Does Not
515. Controls automatically
adjust the energy input to the '❑Not Observable
'heat tracing to maintain the i ;❑Not Applicable
,desired water temperature in the ,
piping.
403,5.2 ;Water distribution systems that ❑Complies
[F130]2 have recirculation pumps that ;[]Does Not
pump water from a heated water ;
supply pipe back to the heated i❑Not Observable
,water source through a cold ❑Not Applicable
•water supply pipe have a
demand recirculation water
;system. Pumps have controls
-that manage operation of the
pump and limit the temperature -
"of the water entering the cold
water piping to 1049F.
403.5.4 ;Drain water heat recovery units �'❑Complies
[F131]2- `'tested in accordance with CSA ,❑Does Not
855.1. Potable water-side
pressure loss of drain water heat _ -]Not Observable
recovery units< 3 psi for ❑Not Applicable
individual units connected to one
or two showers. Potable water-
.side pressure loss of drain water a
heat recovery units< 2 psi for
individual units connected to
three or more showers.
404.1 :75%of lamps in permanent '❑Complies
(FI6]1 fixtures or 75%of permanent ❑Does Not
'fixtures have high efficacy lamps.;
Does not apply to low-voltage ❑Nat Observable
lighting. ❑Not Applicable
404.1,1 'Fuel gas lighting systems have ❑Complies
[FI23)3 no continuous pilot light. ❑Does Not
- _ ❑Not Observable ;
❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 1 Story Addition Report date: 09/20/19
Data filename: Page 8 of 9
I-Section;
d, -
-TfnaI , Complies? ,;,Commenspsu
options'
_Value Vaue-
Compliance certificate posted. ' Comp ies
[FI712
--�'-,",",E]Does Not
Observable
-�-,,-,,T]Not
5"
'❑Not Applicable
C
Manufacturer manuals for omplies
mechanical and water heating '�-!E]Does Not
systems have been provided.
-]Not Observable
Applicable
Additional Comments/Assumptions:
-----------
1 High
mpact(Tier 1) J,t,2,I Medium Impact(Tier 2) 1-3,1 Low impact(Tier 3)
Project Title: 1 Story Addition Report date: 09/20/19
Data filename: Page 9 of 9
2015 MCC Energy
AV AV�
LAIJ EMM"ancy cqrfiffl"Ca�a
Above-Grade Wall 20.00
Below-Grade Wall 0.00
Floor 38.00
Ceiling /Roof 25.00
Ductwork(unconditioned spaces):
Q
Window 0.29 0.28
Door 0.34 0.27
MAN, :
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
X",
FARGO RESIDENCE
27 $ 40 MAIN RD.
ORIENT N .Y.
EXISTING: SINGLE FAMILY RESIDENCE
SCTM# 1000-75-02- 14
ZONE AC .5 ACRES
PROPOSED:
RAISE EXISTING HOUSE 3'-7". CREATE NEW
CRA'dLSPACE UNDER EXISTING HOUSE. NEW
FOUNDATION. EXTEND EXISTING FIRST FLOOR
CREATE NEW "ALL—SEASON" ROOM ON 1ST FLOOR
INTERIOR RENOVATION INCLUDING NEW PARTITIONS
NEW ELOCATED BATHROOMS, RELOCATED
' '2 05 CR.
i
AUG — 3 2020
PUN 1)TIN'G T 71,17..
TGIF -,'• - r �r ^L s
GENERAL NOTES
,'or sal! conform o the requirements c the esi enta Code of New Yon
1'S- N 1 ( „•. ,,r f i R I k
NO-E: -E, I reN.- c�r%C"C;s a=E State, Ceun, and Town Cepa .rent Regulat!ons, Utility Corrpany recu;rerents and
f--- --' Ua'-C'" ----__ ._�. i i .—. �•-1�--.— i ♦-- -- ----- 2,'-?• - ----' ----- ---- ---r '1Er'+SJFi=.'. rF;:!td ,� - �;:- w F;.;:1`!.".- ty N .
tiOTE: —
F--SE IL'FR OR CVHNS:-_)NS ARE- test trado practises. ;
FR7`:I GYP. 8C. !v0' URAL'',G (VA C r b 91'x67- 2. Before co-irr-encing work the Contractor shall file a°t documents required by the
20x6 > .�.- - -- .. . --- - _ �_ - — - -s - - 4 -- _. -r -- ._ _ - -.. - - - - _-., - - - -- --_ -- _ : -- ding Department, a I M
� , ------' " 5U'1 pay fees required by local age'lctes a"ci C..tein 811 required
par nits.
--�e2 3
—: ?�id".J_�j'�-;- O i c7' v.• :r'rSF%
WPM
r E r:fy all di -,cions and G*,:
3. The Con-actor shall visit the site and ve, e.
the exi_ ng
E::r..
Ge'kF S' � condition; affecting the work prior to construction. Any discrepancies which would
lC j ,,-
4���.�q
interfere w'!h the satisfactory carrpietetion of the work described herein shall to
IBATHRM #1 PV41D. RM. > _ retorted to the architect or property owner. Do not start work until such conditions
O S=CF".1 »3 EATHR"J 92 LA;'NDRY rAECH:;"AICA_ RM. : . ? e have been examined and a course of action rrutua'ly agreed upon. rai'ure to notify
_ - N the owner cr achi!ect of unsatisfac!ory cond'tlons w II be construed as an acceptance
y6aN,c• x°
of the ccnd t ons to properly oe•`orr the requ'red work.
Lr,s_ , LJ , --_. . e 1
i • _ Q - �. • ` 4. All work is to confo+T to the drawings and specificaticns of the architect and
t" ;
en neer consultants.
,ter"�•; , • . - s —. - .�._-- •g---. . ._-. s-�. �• ..�,. ,,. The Is to mainta�r� a coma(e:e and up to date set of plans on the
c
G Contractor
c_*=X6—_E—R J job site at all t,r-es
6. The draw'ngs are not to be scaled under any circurstances.
r 7. It shall be the Contractor's responsibility to ascertain all crevail:ng procedures
s including storage and toilet faci'ities,prolection of existing wc•k to rer ia'.n,access to
work: area, hours of term:tted work,avaifabifi'y of water and electric power and all
other co^d°!ions and restr'CYons for this particular location In order to execute the
2'-a• ° _ _ , �� work in a careful and orderly mariner wish the least pcssib!e disturbance to the pubic.
u 8. The
- Contractor shall mare the neccesary arrange^ren!s to utilities and services
_ _- p d:_connected whi; -
Y ter orar'ly � e perforring the work as required.
iJJc Z. ca�E ? 9. The Co�trattor shall pro•ride al dimensions and cut-ou!s for other trades.
ctcs.T ( ' - N o L 10. The Contractor sha?I provide proper shoring and bracing for al' ria-ra`ning structure
p•ior to reToval of exis!:ng structure.
t `
R : -P - - 11. Pfun'bin3, e'ectrica•., iiVAC and similar work s`iail be performed by licensed
- z _r < �. = persons who shall arrange for and ob!ain all required insne&ons.The Genera'
Contract;r sha'I Ito respcnsible for schedu':ng all other inspections as required.
--- - x 12. The Contractor is solely resoonshle for construction sorely and shall hold the
- '
sc's-s• g
- _ owner and architect harness from liliga'on arising out of the Con!rac!or's faiiure to
provide corts.,uction r safety eons olid methods.
o- ,- `-`- - CONSTRUCTION NOTES
I EEDRM i x y -- s L,' 1. All fopl;neundisturbed shall rest on u , aurted soil a. ^inirun c. eown. grad
36" below fi
ti ^ a 1' r '.
,
E=GR41 #2 _ t.4EDIA. RM. RECREATICF: Rtv1• 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless rioted. .
! 3. S:T ola!es shall be preserved, treated woad and be insta'led above a 16 oz.
c-csE _ C, cepaer terTile shei,d.
--
4. Shingle siding shalt conform to ASTPA D 3678 and I:e insta°led in accordance
w'.th the New York Stale Building Code and +Manufacturers specifications.
- . — cc 5. Pllings sha'l be installed by a licensed contractor to a depth and tearing agreed
uacn F
y an e-'gineer and certificates sha'I be issued stating sane.
6. Unless otherw se noted al' fraying and structura' wood comtonents shall be
• �
l ,a #2 or better Douglas Fir.
7. All frar�ng techniques and rrethcds s`:all be as prescr,piwe design based on
We Manual for One and two Fa i'Y
t'c^ r Dwn!1ngs (VVFCM)
,
o Frame cnst•uc
- -_ -- _ e a -. e�x4` .,- J.__: 2 xLF F iponens hat< comp
c1' as s e-_+ed in 8301.2.1
6 -x 5" SLu. G .raOR 8 Ail buiitirg enve'ope con + y with Chacter 6 of the Energy
Conse• all.on Code of the State of New York.
9. Freb;ccking shall be provided in all wood fra-red cons!ructicri in accordance
j OUTCOGR STOP".G= with NYS Code R 602.8 to fo-n^ an effect`ve fare barrier between stories and
s�a c �•.,. E between the too story a-d roof state.
-' - 10. Protec!ive panels shali be provided for glazed openings in accordance vvoth
PROPOSED 2ND FLOOR PROPOSED 1 ST FLOOR --�--- T —_ -- NYS code 8301.2.1.2 if they are required.
- --- -- - - - LNF: DP DECK AE-CVF 11. All portions of the new s!ructure are designed to co-r !v with local eograohic
0 — - •r r n -_- --- p. 9 y
1 /4" — 1 ' 0" 5.9. -- _ -_ _ 1 /4 = 1 —0 5.9. 2 0 ,,�..� .��ti� and cl:rratic criteria as stated in the follo`,^:ing table.
C" t7 RISERS c ?' Rrn�
REVISED 7.27.20
GEOGRAPHIC & CLIMATE DESIGN CRITERIA
-- -- —.__ -- _ --.-- -- - -- GROJNC SNOW LOAD 4
-- 2.-x71' - 5 ps1 `
-— WIND SaEED 124 Mail
SEISMIC DESIGIl4 CATATGORY B
W=A7H=- fNG SEVERE
FROST LINE DEATH 36"
— TERN".i'E THR=AT MODERATE TO HEAVY
DECAY S_1GH7 TO MODERATE
-- - WINTER DES!GN T=M-ERA`✓1R= 11
FLOOD HAZARD AS NO-ED
PROPOSED PLANS
SCALE AS NOTED SEPTEMBER 5TH 2019
r td£j�L REVISED 5.9,20
oress
C)
_t00 A
101
00
sFaSTARTleo A 77006 �� 1 OF 3
Old
00 BOX 49
JOAN CHAMBERS SOUTHO_D NY 11971
631-294-4241
FARGO RESIDENCE
27840 MAIN RD.
ORIENT N .Y.
EXISTING: SINGLE FAMILY RESIDENCE
SCTM# 1000-75-02- 14
ZONE AC .5 ACRES
. .
... PROPOSED:
RAISE EXISTING HOUSE 3'-7". CREATE NEW
CRAWLSPACE UNDER EXISTING HOUSE. NEW
9 - FOUNDATION. EXTEND EXISTING FIRST FLOOR 3'
CREATE NEW "ALL-SEASON" ROOM ON 1ST FLOOR
.�-° ,. --- -- --- -- -- --- ---- -- --- - - - ----
INTERIOR RENOVATION INCLUDING NEW PARTITIONS
`- - - - ---- --_=-- NEW AND RELOCATED BATHROOMS, RELOCATED
- BEDROOMS.
12
6'- SLID. GL. DR. 2Ckf
":G BECK S-;;.C-L=E - \G CwA':GES
— — ,1 /8'x-1' x 2 ?PA'.SCVS ^- 111-•'18'x1'-1' x 2 'Rr.\S ting 3'11-7/8'x'•-* x 2 IRANSO4'_ --- - — —
— i S1x6i
— i 8l^6s P1'IS DOC= 8058 PA-10 [:CC? E�fiB PA-IO DOOR
PROPOSED SOUTH ELEVATION PROPOSED EAST ELEVATION
1 /4 IT = 1 '-0" 5. 10. 2 0 1 /4 11 _ -0" 5 . 10. 2 0
e
4
£8'x45• a-x45 3^xg� 72-zgD- 1 •xBS• ,7•x59'
DOOR SL D. GL.DCC `
.r
45"x45' 25x45 22'X72'
ELEVATIONS
SEPTEMBER 5TH 2019
SCALE AS NOTED REVISED 5. 10.20
PROPOSED WEST ELEVATION — — -- __ - — —
PROPOSED NORTH ELEVATIONS
"= _ ress �.
1 /4 5. 10. 20" = 1 '-0" _
1 /4" — 1 ' 0" 5. 10. 20 A 102
i '
REVISED 7.27.20STARTIO
- -.
vF0pROFES _ -- - -
PO SOX 49
JOAN CHAMBERS SOU7HOLD NY 11971
631-294-4241
- Q
N
B ILDI D P RTM T DATA: 00
a,
00
Classification/Floor Area
M
,4BBREVI/�TIONS
Floor Level Existing Proposal TotalELEiVATE EXIII, KM
`O
j Cellar (Finished) O O O
t
ACO ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER -1 p�
ACT AGOUSTIGAL TILE MAX MAXIMUM
MIN MINIMUM � s 1st Floor O O O
AL ALUMINUM V
ALT ALTERNATE MRS MARBLE m 2nd Floor O O
QL A
AFF ABOVE FIRST FLOOR M5 MARBLE SADDLEMA N I L 0) Q U-
MTL METAL Total O O O X
ASF ABOVE SUBFLOOR (Y
NA NOT APPLICABLE Garage O O O J;ro
A.S. ALUMINUM SADDLEK3 ,{
� .;..
A.P.B. ANTHONY POWER BEAM NIC NOT IN CONTRACT -1
Front Parch
B.G. BRICK COURSES NOM NOMINAL
0 :
NOT REQUIRED -+
BD BOARD NR u O 0 0
BOT BOTTOM NT5 NOT TO SCALE N Rear Porch
4
BLDG BUILDING .•.
OG ON CENTER
G OCCUPANT(5) Decks O
LO 010 o O
CBB GEMENT BACKER BOARD OC TRUSS PLPWI
CARG REQU IME® ENT9 NY
CL CLOSET OH OVER-TANG Sy"
CLG CEILING PART. PARTITION
CLR CLEAR(ANGE) PG POURED CONCRETE 7ROIED AS NOTED
COL COLUMN PT POINT
GONG CONCRETE PK7 POCKET DATE: B.P.#
CMU CONCRETE MASONRY UNIT RAD RADIUS C>
CT COLLAR TIE REQ. REQUIRED FEE: / BY: ELECTRICAL
PLUMBER CERTIFICATION Q
C1 CEILING JOIST REV REVISION(S) NOTIFY BUILDING DEPAR NT AT OCCUPANCY OR INSPECTION REQUIRED ON LEAD CONTENT BEFORE �
CANT CANTILEVER RM ROOM 765-1802 8 AM TO 4 PM FOR THE
CANCmD CANTILEVERON MONOXIDEDETECTOR RR ROOF RAFTER FOLLOWING INSPECTIONS: USE IS UNLAWFUL CERTlFICATEOFOCCUPANCY QO z
IA DIAMETER R/R REMOVE AND REPLACE 1. FOUNDATION - TWO REQUIRED SOLDER USED IN WATER v1 i'delyaoJ
D SEG SECTION FOR POURED CONCRETE WITHOUT CERTIFICATESUPPLY SYSTEM CANNOT P� � w o
DIM DIMENSION
DR DOOR SF SQUARE FEET 2. ROUGH - FRAMING & PLUMBI,;G Must provide Manuals EXCEED 2/10 OF 1%LEAD. U � En
SIM SIMILAR 3. INSULATION OF OCCUPANCY �r X w (a2 Q >,
DTL DETAIL Do J and S as ple S�/1�1.�
DWG DRAWING SQ SQUARE 4. FINAL - CONSTRUCTION MUST
DN DOWN STL STEEL BE COMPLETE FOR C.O. IM Energy Code
EA EACH SD SMOKE DETECTOR ALL CONSTRUCTION SHALL MEET THE r
L-
I-L ELEVATION
STD STANDARD REQUIREMENTS OF THE CODES OF NEW
EQ EQUAL TG TOP OF CURB YORK STATE. NOT RESPONSIBLE FOR t jj eltCrior lighting I 8301.2.1.1 (2015 Residential Code of New York State)
EX EXISTING TEL TELEPHONE DESIGN OR CONSTRUCTION ERRORS. .
EXH EXHAUST THK THICKNESS „��j�� ,replaced or
EXTERIOR TOS TOP OF SLAB P�UMBa�lG, Construction in regions where the basic wind speeds �
EXT rcp�ired rh,, co:�foA M ALL-PLUMBING WASTB,, Design Criteria Z
EF EXHAUST FAN TX TOILET EXHAUST to ChE j3'�'Cr 172 T`,lt�:"4Or�t�t2r exceed from Figure 8301.2(4) equal or exceed �
EW EGRESS WINDOW TXF TOILET EXHAUST FAN &WATER LINES NEED... • 130 miles per hour shall be designed in accordance
TYP TYPICAL tt the To•,rarn Codes end C�ttCtS".*i`Er ; �8iHG BEFORE COVERING'
FG FIRE CODE with one of the following: a
FD FLOOR DRAIN TEM TEMPORED COMPLY WITH ALL CODES OF tatin��,, rcquircl
FIN FIN15H(ED) TEMP TEMPORARY NEW YORK STATE & TOWN CODES 0
FLR FLOORING) AS UNLESS OTHERWISE NOTED AS REQUIRED AND COND!T'ONS OF Plans have been designed 2015 International Residential Code 2nd Printing as
FPSG FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD 'RETAIN STORM WATER RUNOFF �+
8 NZ�a. k,iYC i'r''paratlOn In accordance with: adopted � ammended by NYS and the 2017 NYS
FT FOOT(FEEWG WATER CLOSET T) 'PURSUANT TO CHAPTER 236 :" Uniform Code Supplement Q
FJ FLOOR JOIST WR WATER RESISTANT i . NLFA1$rG EOARD OF THE TOWN CODE. regtelred as per
GA GAUGE S PA'S Code
� CLIM,gTIC $. GEOGGEOGRAPHIC, DESIGN CRITERIA: (Table R301.20)GALV GALVANIZED �
Wind ategory
OR GROUND FAULT INTERRUPT
---- -
Exposure
GL GLASS — - - —
- —-" -- - - — .� Ground Snow Load: 20 P5F O
GWB GYPSUM WALL BOARD
HC HOLLOW CORE - - _ 3 Wind Speed: 130 mph 3 sec Gust
(1110 fastest mile) W Q
HDW HARDWARE - __ __ __ __ -
HM HOLLOW METAL - -
__ _ -- -.- --_ _— - - --- - -seismic Design Category G � U
S � Z
HOR HORIZONTAL - — — -- - -
HIGH POINT --- _--- M O W O O
HP - -- ---
HT HEIGHT - --- -- _ - -- _ MM
--- -- - - _- - - E Weathering Severe
HVAC HEATING/VENTILATION/AIR CONDITION13
- —
IN INCH Q Frost Line Depth: 36 inches Z
10 0
INT INTER R
INV INVERT I� Termite Infestation: Moderate to Heavy w W
IN , °'
JOINT Decay Probability: Slight to Moderate
T KITCHEN / \ / \ o W
KI / \
LAV LAVATORY / \
� Winter Design Temperature.
`.J
Ice Shield Underlayment Required Valleys and Perimeter
- y - - d-
\ Flood Hazard Exempt w
Air Freezing Index 599
�4 � N
MIN. DESIGN PRESSURE DP RATING: o W
_ _ - - _
- - - - - - - - - - - -- - - - - - � - - - - - - - Windows ZONE P25 a �
&Doors m ZONE 5 DP 30 Z
ZONE 1 OP 25 v
Om ZONE 2 DP 30 W
/ \ \ �► cv
ZONE3 DP 30 Q O
ZONE 1 DP 20
ZONE 2 DP 45
\ / r-
\ ZONE 3 DP 45
Legend Zone Diaglinins
r
Existing Walls to Remain F - - - - -
Existing Walls to be Removed L - - - - _ - -
NewWallsandPartitions - - - - - - - - - - - - - - - - - - _ ; Z
- - - - - - - - -- - - - - - - - - =� t r ZO
- - - - - - - - - --- - - - - .
- - - - - - - - 1 Gable VO
Insulation I I Interior
Wa11 ® Zone ._ >
1 I Edge19 [ Zane Porimeter
Door C kttt 1
-- w
bt
- - - � Zone
Window ��
- - — — — — — — — — — — — -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---
- - - - - - - - - - - - - -- - - - - - - - - - - - - Minimum Uniform) Distributed Live Loads: Table
Structural Beam - USE LIVE LOAD DEAD LOAD
Exterior Balconies 60 psf 10 psf
Decks 40 psf 10 psf
Outlet Cq
Passenger Vehicle Garages 50 psf as per plan m w -'
GFI Outlet GFI ATTICS without Storage 10 psf 10 psf o
ATTICS with Storage 20 psf 10 psf z Q Q z Q
�i
ROOMS other than Sleeping Rooms 40 psf 10 psf ,wa ¢
Switch 3
Sleeping Rooms 30 psf 10 psf k" v o Q v
Ceiling Fixture h
�F Stairs 40 psf 10 psf SCALE:
Guardrails and Handrails 200 psf 10 psf
Exterior FixtureI 12 psf for Attic
Live + Ground Snow Load 20 psf � 15 psf for Cath o°�S SCHW4�
Smoke Detector
Table R301.7
/ALLOWABLE DEFLECTION: W
CO Detector O
Structural Member Allowable Deflection
Vent
Rafters
having top rafters ter than 3/12 with no finished FD 77006
�] L/18o SSIONP�
Interior Walls and Partitions H/180 G AME:
Vent/Light
Floors and Plastered Ceilings L/360
Ceiling Fan COVER
All other Structural Members L/240
Exterior Walls w/plaster or stucco 1-1/300 SHEET
Exterior Walls-Wind Loads(a)w/Brittle Finishes L/240
Exterior Walls-Wind Loads(a)w/Flexible Finishes L/120 DWG. NO.:
Note: L- Span Length H= Span Height
C
a. The Wind Load shall be permitted to be taken as 0.7 tiimes the -
Component and Cladding loads for the purpose of the dletermining
deflection limits herein
PAGE 1 OF 8
DECK/PORCH RAILINGS TABLE 84022 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
GENERAL CONDITIONS (PIF .I. }��
1=All work shall conform to 2015 Res!dentia!Code of New York State, locral ilding� oning_Cod�a} Frarnma (Con�inued) 8312.1 Guards Required 7INIMUMLOCATIONSPECIFIED
COMPRESSIVE
ETEGONSTRUCTON Strapping Details
Porches, balconies or raised floor surfaces locatedsnore than 30" above the floor MINIMUM sveclFlED coMVREssIVE
and the New York State Energy_CottServation Code. All Codes shall supercede the drawings and shall Loi Bolts
be incorporated in+o the drawings wh�th r+ are indicated on the plansor__not 1 Shall be of structural grade s+eel or--grAdP below shall have auord5 not less than 3cC�"in h -fight ODen__In_sides of stairs sTReNe'rI°(f`)
teiflLa-._total rise of more+hon 30" above the floor er grade below shall haye�uards WeatheringPotenHal b LSTA Strap Install 16" On Center
nodes=than 34"in hght mea=bred vertically frcrr the nosing of the treads Negligible Moderate Severe
2. Contmrtcr Shall check and verify all dimensions•no}es and eond!tlons of the site before an_y eonsilg_,etion 2. Washers shall bgolar_ed�nder the head of lag bolts bear�I a nn wood. lengtlLof�a bolts Basement walls,foundations and other concrete not exposed to the weather
_work is started The Contractor shall no±ifv the Architect of env disrr�p�ncies or conflicts In the dr°wina�s shall be a minimum 2/3�lDflh of member=Peng bolted toge}bEr 2500 2500 2500a
8312.2 Guard Opening Limitations Basement slabs and Interior slabs on t
and/or fiel�oanditions before starting the work.The d!xcov f diGorepancies after beginning the work shall rade, 2500 2500 25ooc
Re_quireds�uar_ds�n�pen�ides�£stanyaysTraisedfloornr�as}balconiesland�orches o , t
be the full responsibility of the Contr:ator to correct Altering -Structural Members Basementexposed
to
foundation Ovalis,exterior wars and aMxr vertical concrete
shalLhgve�ntermediatenails_o�or�lamentaLalosuresthgl-do�•Io�ollov�passag�of�_ War�expased+a++,eweather 2,500 3,000d 3,000a o0 0
,3,_Contractorall existing underground 1 ur
No structal member shall be omitited �rJ
notched, cut, blocked out or relocated wi+hoot sphere�" nore in r dcamctePorches,carport slabs and steps exposed to the weather,and garage floor slabs 2500 3,000d 3.500e�hglLjaca+e s+akg ou+ utilities prior+o any�xravation The I tilities shown
a
_prior approval of the Architect. Do not alter sizes of members noted wthout approval 1
on the plan are an only
of the Architect,
Exception For 51:1 pound per square Inch a G.8Z5 kPa.
4 Contractor shall be responsible__fortarranging all Hetes= ry Permits and Inspections, including Cartift-mte o _f OGGuoancy C•O•) Thetdonguar oponin�as formed by the riser,tread and bottom rail of a auardnatthe-CPAM -
Built-up Beams Strength at 28 days psi.
unless otherwise noted.
side of a stairway are permitted to be of such a size th_ c+a snhe -cannot Pates i 1
1. Built-up beams ear of ted�s_follows, through b.See Table 8301.2(1)for weathering potential,
Simpson Strong-Ti r;��, x
5 Written dimension shall have rQr�edence_4yer�aoledbimensio -and larger
.a-_Members 12 and less !n depth gll,o and internal w/2 rows trod nails at]2" c.concrete In these locations that ma •r
y be subject to freezing and thaw ng during construct on shop be air e M glued c°ncrete Rafter to Rafter H2A - Rafter Clip Rafter to Tot Plate
p ___sc_ale details shall ha�eprQoedence over sj� In accordance with Footnote d. M
o.c. s�ggered•
�saale dPt- ails/drowin yawn P not to be scaled. HABITABLE SPACE Gonne ail Connection Detail
gs ar b. Member-sTreater+hon 9 1/4„ in depth or mutiple 3 x members through bolt with 1/2"
d.Concrete shall begin-emrained.Total air e°Merrt(percerrh by volume of concrMe)shall be not less than 5 percent or more
1. All 11abable sPac�s_shalLconform to the following sections of the Residential Code than 7 percent.
_diameter machine boltsot24„o.e• of New York State: e.See Section 84022 for maximum cemen"Ous materials content.
O Any deviation from the Archi+estsAlra�gs must be�ubmiited to the Architect in writing or_�p-proval.
RE03-Light.Ventilation and Heating f.For garage floors whh a steel brow
Cutiing of Beams. Joists and Rafters 9a ge tc! finpr reductionng the the airceteIs(percentbyvolumeofconcrete)o not less than ,•«
7. Contractor shall be respo !ble foradeaua+ely bracing_and proteet!ng all worJ�dl marina G�onstruction gains+damage, breakage, 2304 Minimum Room Areas 3 percent Is permitted if the specified compress ve strengN of the concrete Is Increased to not less than 4,OOp psi,
1. Cutting of woad booms,jai +mss and rafters shall be limited+a cuts�nd bored holey not deeper 1 w
8305 Ceilina�eight H2.5 clips
-
than
+onion and misali ng ment�ccor_ding to cppl!rable codes, standards and good_ergot r� than 1/6 the de th of the memberand shall not bP located !n the middle 1/3 of thA = an No+Gh TABLE 8403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(Inchesb
R P 12306 Sanitation
A- All work shall Inc Performed in a First�!assmannerwith all new materials ontraotor_shall provide ail eauipmen+,labor and -depth of the ends at the member shall no+exceed 1/4 the depth of the member Holes bared or 8307 Toilet,Tub and Shaer SPates
out Into the joint shall not be clo.Ser than 2 inches+o+he tin or bottom of+he loin+= and the C T
materials necessary for+he oPrer Ezseal tion and timely completion of the work Contrac+or shall be responsible for all materials - Use every other nail ho e ENGTH
diameterof+he hole shall no±QxCeed_1/3 the depp�h of±he loin+. The tension sid�of beams. io sts LOAD-BEARING VALUE OF 501E(psfl in a row to provide th a
_and equipment s+Dred at the si+e. EMERGENCY ESCAPE $ RESCUE OPENINGS_R310 1,500 2,000 3,000 £4,000 code-required minimum
and rafters of 4 ine-lne=or greater nominal thickness shall not benotched, except Intends �B_gSemQnts_withl�nbitable� aoeltnd-eve lee in -room hall have atleast_one o erable�mer enc_ light-Frame construction center-to-center 12" ° • (-1
members_ Conventional C520
9.-�ll__ao�7traotors and their sub-contrdc+ors shall
carry' that w ll protect the Owner and+ho Arabi+Pc+from claims from stnd�2esCue O -5uC eni -shall-o en-re spacing for nails
penins h-aR ng p ctJy into_a�ublic�treet�publia_alley,�or�_or�oLrt• t-story 12 12 12 12
_damagesfslrpersonal lull ries, i �in ath which mzy ori=A in connection with this proi t W �basementssontain�ne_or�loreslee 2-story 15 12 12 O z
Pines In S+ud�earing Nails or Shear Nnil= pin9uoomsemergency emergency -equired�eachsoom 3-story 23 17 12 12 O W
��t shn11_not�E�quir_ed�n�djoining�r�asofthe�zasement_�/Jeer__e_emergency�ndU-escu openings are_ CL a0!
11�_ontraotor to Indemnify Architect cud Owner and hold harmless 1-Nofahes�r bored holes to studs of benrinTwalis or partition shallnotbe more±hon 1/3 the _prowided-they-shall-havQ-c-siLli6ght-cf-letmoro-than_44-nches flinch brick veneer over light frame or 8-inch hollow concrete masonry, SPAN W
_depth of the stud
_llavigg_athr_esholdbelow thesldjacQnt�r�und�levation�erves�as�n�metgenc�escape�ndrescu"pening 1-story 12 12 12 12 CJ 50
11 The procedures or for the safety4 rc=itions andJs- rovided_with-a J2ull�head�nalosure�hhalLCcm_ply with5ectionB310.3,__Thenet-clear_opening 2-story 21 1G 12 12 Q ty''
and program,= in connection wi+h+hi_;; PNlect• Bridaing and Blocking
dim _ 3-story 32 24 16 12 Q
1 There shall be Hat less than one line of brill in every an !n floor attic and roof 0520
ging 1�)-of�P 1 �•escue�ramthe�nside__Eme enc_yQsca e�ndrescue_o enin sshalLo ec>-dirQ�tl into a Lblia�o �rie_n_
r9 R P 9 P Y � y 8-inch solid or fully grouted masonry
CO 1
12 All construction with the 110m h and 120_m econd winds sed regi a sa���uffolk Countie shall be in Conformity framing. The bridging shall consist of not less than 1 x 3 incJi lumber doubted nailed at each_end
p ph threes p ons-(Lx1 s� _yar_d-orsolart_that-�opensto-"ublia-vay. 1-story 16 12 12 12 Provide an Foreminimu 12" r
with the Americst�Paper, o lotion f_A)2015 Wood Frame Construction Manual- or of equivalent metal bracing of enuol rigidi Midspan brdaina is no+required for attic or roof 1.1 MInlmum-Opening Areas--AIl_emerge?c"scap"nd_rescu"penings-shollhave-a_minimumnet-clear 2-story 29 21 14 12 end distance
framing where joist depth does not exceed 12 inches nominal opening o£5.Zsquare-feet 3-story 42 32 21 16 Equal n tuber o 1
13. All contractors shall be licensedorld insured 1.2 MlnlmumQ enln mei ht Thewinm4rtLclear� enin sha!I_be24Jnahes speci4d nail Header to Studs
P 9 9 P 9 in each end
2 Block solid a+all Pea t mmaxipports wFtere adequate lateral-support is not otherwl=o provided 1.3Mlnlmum_Opening-ldt --The_minimum_dear peening-shallbe 20-inches For 51:1 inch=25.4 mm,1 pound per square foot=0.0479 kPa. Ca>�C�'IOn DetQII
14 Contractor to obtain Owner's of Architects�pproval for all materials,finishes and eq iom nt prior+o purchasing. All equlPment Block all stud walls at maximum in+er�deq of 8 feet with minimum of 2 x solid_materinl with 1.4 -�mergency_esrcap"lidrescue-openings-shalLbe�peratonal fromthe�nside_ Z
and materials are to be Instal(es�pE r manufacturer's written specifications. tightht!points. a.Where minimum footing width is 12 inches,use of a single Wythe of solid or
-Stud to Stud Z
oftheroom_without the�ase�eys�fools arspecialJsnowledge. �
fully grouted 12-inch nominal concrete masonry units is permitted. Connection DetQII GS O C O H
15. Contractor 3 Provide 2 x fires+ops at midnoirll yen ally of stud waIL 2-Wiridow-Wefts-The-minimum_horizontal-ar-ea-cf c-vvindow_welLshallbe-g-square}'eetwithalmin!mum_hor!zorta! F 7
rojecfiorand width of,36-inches.-ThQ ar_ectofC
16 These drawings are the property of the Architect and shall not be sed-wit t his Consent. Drawings =hall not be used for_issuing pIYWOOd to he_fully openied z
of a building Hermit unless�igned_atld5eaal d_I2y Louis Schwartz, i?B 1 All cod shall be Doug-Fir ar ea�al`I It�hall be manufactjunct a_ n_d graded_n accordance with: TABLE 8401.4.1 PRESUMPTIVE LOAD-131i VALUES OF FOUNDATION MATERIALS 0
U
US Prod uot5tandard P5 1-8_ for Com+_ructionnd Industrial Plpmood B-Bulkhead Enclasures�ulkhead Enclosures-sho Lprcvideb!rect-=resstothe..basement The bulkhead-enclosure CLASS OF MATERIAL LOAD-BEARING
17, �ontr�ctor to follow all manufgeturQ _spP !fications, recommendations and ins+allat!ons on all Products used in this Project No±ify- Z Each cod stet shall bear the"APA"trademark net learepenirg--t-equired-by-Seation • Q
PRESSURE(pounds per square foot) a
theArchitect f any conflict between ti E_plans.and_manufac+uror's specificgtitons, recommendatons and installs+ion details prior io 3. All end ioirlls shall be s+agger_ed�nd Shall bolt alonTthe center lines of framnn ng mb�rs _R31p 17, Bulklsead_enalosuros�halhls000m{aly_with�Qct!onB311.$,8,2. Crystalline bedrock 12,000 Q
im6tal_Lation__of D uct on+his Proieit �o.ntroc+or shall be mg.pansible for Gorrec+!on of any work thatprevents the correct ins+alta+!on 4 The face grain of the plywood shall bo laid at nigh+angles+o the joists and trusses and parallel
faspecifedro
pduct as shown on the drawinto the studs- Sedimentary and foliated rock 4,000
o
ENERGY NOTES Sandy grovel and/or gravel(GW and GP) 3,000
5 Nail=shall be placed 3/8" minimum from edge of sheets. The mlr,;r um nail_pp _ra+ion into framing Sand,sil+y sand,clayey sand, silty gravel and clayey gravel O
s as thers
18. Match all exis+Ing conditions relate to finishes hting,�o r ins, dimer=Ions height. alignrn�nt, etc Move and re-locate membeshall be 11/2"for 8d nails and 1 3/8"for 10d nails (SW, 5P, SM, 5C, GM and GC) 2,000
any Tnartitions.wiring. Plumbing-and_cLc7hvork that may be conceded in walls or ceilings being revised.+o provide o _vide a complatejob-h-alL IS. AllC/1
ELECTRICAL Clay, sandy clay,silty clay,clayey silt, silt and sandy silt rT,
respects. 1. All electrical workshall conform to the rulesonnd rTaulat!ons of-the-National Electrical (CL, ML, MH and CH) 11500 w
Partitions Cod Residential Code of ' \ M"'t
1. Gen-CtaLe„ �w York State,a�1d Board of Undet�r_iters and its v
referenced standard NFPA 70-200
In.Srovide solid blocking at 4'-CJ`" o c beiweerl_thP jol t and first interior paralleljoist" 2•The elect___ rieal equIpm -nt d wiri shall be in=t Z 0
ng _wed In accordan-re�yl+h Chapters_33 O O
bSplices of the top and bottomPortion of double+op�la+es must be staggered a min. thri1 42 of the Res!denticlL e of New York tat . ; Q
3. Elect�al work to be!ns a ted b an approved a ction arta Floor to Floor xj
-2 Y PP leatrlcal_insppQ o_ronX-
EXCAVATION_AND BACKFILL in, Splices shall occur only directly Over Studs_ Conneetlon DetQII
4�A_Il_elec+tical outlets in "wet" areas to be ground Fc�,l+In+arl,Pter(CFI_ 1 fines. --� �
1 Contractor hall locate and stake out all existing und,» eraroundUltilitias prior to any oYcavation The utjlities shown on the__p►an d Lap+op lutes a+corners and in+erseC+ions. Z
2 Bearing Walls supporting one floor car mare:
�t-�n approximate location. Sjngle_and Multiple5tation make Alarms 1-+•i
in, Partitions must heconstrue+ed of minimum 2 x 4.s+ods spIIced 16"o.C.Df_typp lumber 6irjgl�and multiple-station smoke alarms shall be in-tolled In the following locations:
2 Excavate all areas Indicated on the dl=wjnas. AlLexcovotions shall be the minimum�pths required achieving clean undisturbed_ -�Po ed 1. In each sleeping room
_ �irain_soil with 5table_mo�ure contemn and non-shiftingsdnd non-shr!nkina�so!I charaC+eristics. The ontraotor shall be responsible b. If double too plateof less than 2 2 x 6'S or 22 x d's is Iced floor joists shall be Centered 2. Outside of_eoah seperate sleepin»»�araa ir,the Immediate vicinity of the NAILING SCHEDULE: Table Tdble 602.3(1) 2015 IRC
for notif cation of poor Soil characterystics to the Architt and shall not roCPed wi+h the work until receivin Instructions from the Arat �irEctLy over and below bearing wall Studs with a talararlcs_of�10 more than 1 Note; This schedule does not include nailing for metal framing straps(see Section O
R g bedrooms. Top PLATES
a Bear> stud wallsmust be sheathed with minimum 1/2"gyp bd. fastened acc�rdinato for strapping and requirements section for rough opening framing
3 The Architect ha= nrenarod_ihe�retAjngs and sp if ions wi+h an assumed bearing capaci of 1 ton per sq ft. and an nssumed�ol monufar+,rerrs rPcommendoti�y 3. On each addtonal story of the dwelling, Including basements and larshl�t
not includin rawi spaces and un!nhab' le attics In dwel requirements). 00
� g�-� itolz lingsor_d-weLng_un>_ts_ All nailing is a general specification it applies unless otherwise noted.
characteristic of sand or®ravel with minimum traces o Glay unless otherwise noted with spilt levels and without an intervening door between the�djacent levels, a w Q� �
Corner BrQeing smoke alarm installed on theuPper le�hall suffice for the adjacent lower level � fT' ('y
4. All excava+ions for concrete lens and footin hall be a minimum of 3 ft below finished_ rad mess otherwise noted on t. he Ian 1. Unless otherwise noted brace stenion Corners of buildin�y hem}of thickness to match Joint Description No. of Nails NAiI Spacing F-+•1
p' yG C- g--off R ,- �4-x-8-P1�'�� _provided that the lower level is less than one full storms below the upperJeYeL STUD Z
thatof sheeting, ROOF $ CEILING FRAMING p
5 All backfill shall be clean aranular fill. When more than one Smoke alarm i= re iced+o bo ins}yflPd wthin an individual dwelinunit BORED HOLE MAXt�
DIAMETER 40 PERCENT
2. verlap plates-at all corners. the alarm device5�halLbeJn}erconnected inuch a manner that te a
hctuat�dion a one alarm Rafter to To Plate(Toe-Nail) (3)10d Common Per Rafter OF STUD DEPTH
6 No backfill shall bepermitted-against concretet. The alarm shall be clearl
or masonry foundation walls without floor framing orproper bra__cina a5�equired to prevent will activate all of the alarms in the individ al uniy audible in ou_ a
_ damage to walls. No backfill Shall In permitted within a minimum of two weeks after co ori for any Nallinci Ceillma Joist to Top Plate Toe-Nail (3)6d Common Per Joist %IN,MIN.TO EDGE
U (�
_damage to cancrete or mason wall. 1. All nailing sha!LaomPly_ T_r�i+h nailina� Wes shown, Ceiling Joist to Parallel R fter Face-Nail (6)16d Common Each Lap %IN.MIN.TO EDGE W
All Smoke alarms shallbe lis}ed and installed in accordance with the provisions of the
Alignment Residential Code of New York S+a+e and the household fire warn!ng_pravis!on5 of NFPA 72. Celli Joist las over Partition Face-Nail 3 16d Common Each Lap Q 0
1 All rafters and joists_framing from op o it ides Coll r Tie to Rafter Face-Nail 3 10d Common Each End
(3)lad face nails power Source
CONCRETE Blockin to Rafter Toe-Nail (3)8d Common
2, When framing end to end joie±�shall_�cured togetherwlth metal s+raps. In new_Cons+ruction,the regL�ired smoke alarms shall receive+heir Prrmar�DOyver from+ham. Each End 1 NOTCH MUST NOT EXCEED 25
PERCENT OF STUD DEPTH
7 As Per hap+or 4 Residential Code of New York and Tables 401.4.1. 4 403.2 included on this sheet. Jzuildna icing when such wiring is served from a rommercial_source-or-can on-=its electrical Rim Board to Rafter End-Nail 2 trod Common Each End
FIREBLOCKING/DRAFTSTOPPING power system, and when primal-rvgowPr is in+errrupted,shall receive Dower from a battery.
2. Concrete shall be air-entnahcd.Tcfal air content(Percent by volume of concrete)shall no+be les"{than 5%or more than 7% Wiring shall b_ _e permanent and without d5connect!np switch other than+hos quired for WALL FRAMING BORED HOLES SHALL NOT BE
L_ltstaLfir_eb!oaking renuired as per Section 8602.8 and drofh toppinva asp cion 8502.12 of_the ROSS
LOCTION OF CUT OR NorcH IN 16o PERU OR ST40
OEPE THEN
overcurrent protection. Smake alarms shall be p mi+ted to be battery_operated when trod 24"O.G. I STUD MUST BE DOUBLE AND NO MORE THAN TWO,
Residential Code of New York State To plate to To Plate(Face Nail Per Foot
STEEL NOTESinstalled in buildings without commercial Power or r system or!n
2 n" on-site electrical poweSUCCESSIVE STUDS ARE DOU13LED AND SO
. Fire stooping shall beprovided to cu+off'all concealed drat+openings (both horizontal and verticaJ�with
1. All Steel_ShalLhave aminimum Fb of 14 000 ps.i. 2" nomimal lumber or 2 thicknesses�rf 1" nominal lumber with broken la�ioint5 or other oppro�sdmffieriaL �95+ha+undergo r_eoair_, al+era+ion,�n di+ion or re�agton in To Plates at Intersections Face-Nall 2 trod Common Each End
BORED
accordance wi+h pendix J. °
Stu to Stud Face-Nail trod 16"O.C. Each End
2 All SteeLshquconform to the latest A 5 T.M. spe FLASHING/CAULKING NOTES
=25.4 mm.
Carbon Monoxide Alarms
Header to Header Face-Nail trod Common 16"o.c.along edges for exterior and bearing Walls. C/]
1. Provide metal flashing wh re frame lumber IS in Contact with =ail or concrete. Provide hidden (blip metal Carbon monoxide alarms_shall be installed in the�bllawing locations: Z
flashin where t sof roofs interest+vertical wall surfaces Provide metal step flashin arond all chmin v To of Bottom Plate to Stud End-Nail 2 trod Common Per Stud FIGUREFIM.6(1) 0
g g `a's`
FRAMING with vertical wall SLrfaoes All metal flashing shall extend-P oe ar r q 1 Carbon Monxidu!red on each level on which Slee 11ng_spaces ore located NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS '-'
skylights and whe,_e_sldesof roof_intersec+
2. On an story where afuel-fred a li Bottom Plate to Floor Joist Band Joist End
any q2 guess and en pment. =olid fuel burning
vertical nom roof unless otherwise no+ed Josit or Blocking End-Nail trod Common fro"O.C. Face Nail annus) aacrnFArclel rnnFe
1Minimum�eoder sip
to be(2)2 x 6 with 1/2" CDX Plywood Flitch plate unless otherwise noted_ �'-IIf�-f appliancesand pgLipmen+.frePlaaese-attachedgarogeeare located, g ( ) W
2 Flash,caulk and sealall ht-
noted.
tnoted. --a$sambly' When more than one CO alarm is required+o be!n=tailed within arindividua nit •^^•
1-d-welling--u FLOOR FRAMING �
the alarm devices shall be in+erConnec+ed in such a manner+ha++he actuatuion of one alarm
5 All wood subfloors shall be 3/4" plvmood to glued and nailed+ojo�. VENTILATION wilLaativahe ail of the alarms in theJndividual unit. The alarm shall be clearly_ audible in aIL Joistto Sill To Plate or Girder Face-Na!I 3 Bd Common Per Joist
Y_entilation Requiredbedrooms over backround noisr� levels wi+h all in+evening doors closed. Bridninal to Joistoe-Nall 2 10d Common Each End
4 All wood frame openings in floors, roe7&_ceilings_sha _hove a minimum double"trimmerondJ�eoder"framing unless othenyise no+ed -Enclosed a+ticsond_enolosQd rafter spaces formed where Ceiling=are noPh directly to+he underside of roof
nov wATFe
rafters shall have cross ventilation for each separate spaces by ventilating openings pro+ected.against theBloc in to Joist(Toe-Nail) 2 10d Common Each End Z_
AllsO alarms shall be Ilsteri and installed in aatordance with the provisions of the �,
5. All wood fran,P w s shall ha✓e minimum double-stud a stud osts at each end_ entrance of rain or snow. Ventilating openings shall be�ovided with Corrosion-rP=l=+ant wire mesh w' dentia) Cade of New Yo
all--oPonln® bl p �&p Res' _ _ rk State and the household fire warnina_provis!ons of NEPA 72 Blockin to Sill r To Plate(Toe-Nall) 3 trod Common Each Block I d) W
minimum to 1/4" maximum openings
G._All han�ainasYoolLjoi.�ts_and rafters Sliall b�supporfed with s+eel joie+hanaP:rG a
Power Source
Ledger Strip to Beam Fpce-Nail 3 trod Common Each Joist otr, •ria w W -�
Minimum Area
Carbon monoxide alarms,carbon monoxide_detec_tors,ond alarm control uni+s+o which carbon Joto Ledger to eam Toe-Nail (3)8d Common Per Joist i 3 Q z Cl
`x IN.MN ro[Doe
The total net free yen+ilatina are_a_5_hall no+be les=than 1 to 150 of the area o_fthe ace ventilated. Q
7. Whe1'l9joist hanaersor�in contact w/AGQ I�mber use stainless=+ell j�ti7angers_�fastner54ni�, �p monoxidEsieteCtors are Connected hall receive their prima o�vet•.fr_om the building�viring, a.NM,"roes Q Q
and shall be eauippedT with a ck-u _s st that au+omaticall Bon Joist to Joist End-Nail 3 16d Common Per Joist W C7
battery ba p y Pr1 y protides power from ¢ r
B. All roof and wall sheathing shall be 1/:2_C_OX Pyw_o-mood. Vent Clearance one or more batteries when prim Power is intertup�d Wiring shall be permanent and Band Joist to Sill or Top Plate Toe-Nail 2 16d Common I Per Foot U C� L1 U
A minimum of a 1"spare shall bgprovided bet:leen the insulati nand the roof sheath�g at t he location of the vent i lanc"-l-TEX-1
wthout a disconnecting swi+r other than those rctrl,red for over Current Protection �"�xex arsuoaevH SCALE:
0--V woQd.fl Gists, and flat roof rafters spannii g10'-O"or greater shall b�enoyl ed w/brida!nao+mid pan or a+no greater thans�'-0 ROOF SHEAT /1
INC soraEo�r"n"s..LLie"0�c�e 1/T" � 1 '
- uervals• GLAZING
Exceptions
5tr cturol Panels F
1. Alll�lazing�halLaonform to 8308(Glazing)of the Residential Code of New Yoris_5tate 1. Carbon monoxide alarms and carbon monoxide detectors Installed !n a_buildfngcr strut+ore
1O Pr°fie dou le floor joists under all paralliel walls above_ wthaul Interior Zone 6d Common 12"o.c. mm \S O
WINDOWS FIAURERg07.e1Y) y o°
Perimeter Zone 8d Common NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS y v 1
11.Jnnst�lL^el Xtra ins at all framing members a r it d ee Detailsl 6"o.c. 1, if
s eq AI!-windows sp . ifs as anogress winds.• shall meet or exceed+he requirements of+he RSCNYS Sec+ion 310) 2.JtLbuildinas that undergo repair, alteration oha�e of occupan y, addition or reloca+ion In
Min, Op Hing Area-5.7 sq ffi accordonae with App�ndix,l, carbon monoxide_olarrns andLar_bon_monox!de de+eC+ors._ may bQ r I W
fsshall bebe doubled and o•��rap with Intersecton walls if p il2le Min Opclaing_Height c 24„
battery operated, ordpear direct plea � ExiEwDaoaaFAR,NowALL �
Min Opening_Wid+h -20"
CEILING SHEATHING 7006
73-- mensk=n tuber to be Doug Fir 2 or better, (Min. Fb-BOD E=1,5 100 Sill Height=44" Max AFF _Gypsum Wallboard 5d Coolers J 7"Edge/10"Field p- f' S1��1a�'
14_Lamin�,r Lumber(LL\/L)have a min Fb=-Z650 850 and an E=1.5 x 10(61
DRYWALL NOTES WALL SHEATHING G. AME:
NOTCH GRFATER THAN 50 16 GAGE P OS41 IN.)AND 15 IN.WIDE
Lonny Typical$ Bathroom��1QII_�$.�a_ilings Structural panels 8d Common 6 Edge/12 Field PERCENT 4F THE PUTEWIDTH TOVFTAL TIE HEPLAASITENACHSID ACROSS OFTH DETAILS
15 All shimsl�nderrr��irders to be�i TO THE PLATE,AT EACH 910E OF THE
-&c_c 1 Provide 1/2" moldy moisture re5lstantgyp-sum board to all walls Ceilings, including all bathroom walls ceilings GypNOTCH WITH S+10a NAILS EACH SIDE
BDI+s In Wood Tanft and any wet areas All gypsum board ha�eivc_ c_coa+of tapEond three c a+s of joint compoundw nimum. sum Wallboard 5d Coolers 7 Edge/10"Field
1 All bolt=in woad Fran All walls callings-s and g-ledges to recei a tile or Stone-shall be set on 1/2"cement_bc �, FLOOR -SHEATHING Subf1 or & NOTES
shall be standard machine bolts w/stal�clard.malleoble iron washerscr ste�Lplate washers
?� el_rpla+�wa her iz, ore=Walls",allingstrdural panels TOP PLATES DWG. NO.:
allows: I Provide ane laypu-5/8"Type-X�avpsum board to all walsslln�eiljng�ofoll_ot�ached aar»�ee5 and room eagles ng PIPE
1" or Less Sd Common 6"Edge/12"Field
" -��s�-�-�•�8�- heat producing equipment. Provide one layer 1/2"Tvpe-X alum board at a!I interior house walls c-ommon to
b�.3L4'Dram bolts- Greater than 1"
�/8 5q�s 5/16• garage-5-provide one layer 5/8"Tyne-X ayPsum board ovar al heat producina��oment in all unflnshed open 10d Common ro"Edge/6"Field
a h bolt holo laic in�wood�..o 11111>.
3 -c-- drill 1dohraer than diameter of the bolt. Note: Maximum wall height 110/120 mph zone, Exposure B a Spacing 016"o.c. Im•
1
4 For al!anchors,�5sefyp�L _ cellars. 8 R p p g
15. is 14 feet,see plan for additional specflcation if applicable. FIGURE R602.6.1
TOP PLATE FRAMING TO ACCOMMODATE PIPING
PAGE 2 OF 8
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PAGE 6 OF 8
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MINIMUM 235#ARCHITECTURAL ROOF SHINGLES,
M
COLOR TO BE SELECTED BY OWNER 00
CONTINUOUS BEAD OF INTERIOR 30#BLDG FELT c
` ADHESIVE CONDITIONE
D SPACE ROOM ABOVE GARA E 1/2"CDX PLYWOOD SHEATHIN
CONTINUOUS BEAD OF
SEALANT >< ROOF RAFTERS (SEE PLAN FOR TYPE:, SIZE AND SPACING), t
MIN. 1" CLEAR SPACE FOR VENTING OF INSULATION n.
CAVITY R-30 BATT INSULATION
CONTINUOUS BEA OF INSULATI C IT Y SU TIO CEILING JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) - - - - - - -
EALANT ON 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD. (4) 8d COMMON NAILS IN i
WOOD FRAME F OR EACH END AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED,GLUED
ASSEMBLY
CONTINUOUS BEAD OF ALUMINUM GUTTERS AND LEADERS I OR GASKETED TO PLATE
SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED,GLUIED ;
WOOD FRAME LOOR -
SEALANT ASSEMBLY 2.2"x4"TOP PLAT I OR GASKETED TO TOP PLATE
INSULATED D 1 112" RIGID INSULATION FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS)) AS PERCODE. -
1/2"GYPSUM BOARD -
TYVEK OR EQUAL VAPOR BAFRIER
CONTINUOUS BEAD OF WALL �"' •r'
SEALANT 112" EXTERIOR PLYWOOD SHEATHING CLADDING r:
7NFSAME FOR FLOOR ABOVE � GARAGE TAPED OR SEALED JOINTS
INTERIOR CONDITION UNCONDITIONED SPACE SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING
SPACE 1" RIGID INSULATION R•i
2"x4" WALL STUDS @16" 0'. I �
R-15 BATT INULA�IO
AIRSEALING @ UPPER EXTERIOR SHEATHING CAULKED, GLUED OR
AIR SEALING @ UPPER 2"x4"BASE PLATE � GASKETED TO BOTTOM PLATE �p
CONTINUOUS BEAD OF FLOOR RIM JOIST 1 1/4"X 20 GAGE STEEL STRAP (4) 8d COMMON NAILS IN EACHEND AS PER FINISHED FL
SEALANT TYPICAL FLOOR CONSTRUCTION: TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL
7
FLOOR RIM JOIST 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TOO z
CONTINUOUS BEAD OF
FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 112" W
c�
SEALANT SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE o
CONTINUOUS MINIMAL SIMPSON LTP4 @ 16" O.C. FROM RIM JOIST TCPLATE.TO I W c
EXPANDING FOAM AT BE FASTENED AS PER SIMPSONS RECOMENDATIONS. EXTERIOR SHEATHING CAULKED,
WINDOW PERIMETER 2-2"x4'TOP
GLUED OR GASKETED TO TOP PLATE Q y.,
WINDOW UNIT AS AIR FIRESTOPPING (ALL WALLS FLOORS ANDCEILINGS) TAPED OR SEALANT OVER JOINT IN Cc
Cc
EXTERIOR SHEATHING
BARRIER AS PER CODE.
1 1/4"X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH
CONTINUOUS MINIMAL (4) 8d COMMON NAILS AT STUD AND(4) 8d COMMON NAILS AT RIM JOIST AND SILL FORA I TAPED OR SEALED JOINTS IN
EXPANDING FOAM AT TOTAL OF 8,AS PER TABLE 3.313 OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING
WINDOW PERIMETER
(ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO
BE WRAPPED UNDER WOOD SILL.
WOOD FRAMING iL CONTINUOUS BEAD OF z
PER SEALANT MANUFACTURED RECESSED
MANUFACTURERS
REQUIREMENTS LIGHT ENCLOSURE 2"x4"BASE EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED
SIMPSON LTP4Z @ 16" O.C. FROM RIM JDIST TO SILL.TO I TO BOTTOM PLATE
SPECIFIED ATTIC INSULATION BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION:
CONTINUOUS BEAD OF (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT I 3/4"T&G PLYWOOD FLOORING SCREWED A%Df LUED TO FLOOR JOISTS
ADHESIVE DIPPED GALVANIZED) (SEE PLAN FOR TYPE, SIZE AND SPACING) 3fl IR- BATT INSULATION U
CONTINUOUS BEAD OF (2) 2"x6" .25 ACQ WOOD SILL PLATE (AND SILL SEALER) ANCHORED TO n/?Q Q
SEALANT CONCRETE FOUNDATION WALL W/ 5/8" DIA. HOT DIPPED GALVANIZED ANCH - - - _ _ - - _ _ �/� J V
BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @23" O.C. MINIMUM �(
7" EMBEDMENT(NOT MORE THAN 12" EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED, S
*NOTE: COPPERTERMITE GLUED OR GASKETED TO SILL PLATEDRYWA
ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER � h
INSULATED CEILING EXPANDING FOAM SEALANT " , 1`
EXTERIOR STUD AT PERIMETER
12 ON STUD RAFTER FACE, ETC. SILL GASKET
CONTINUOUS BEAD OF RECESSED LIGHT FIXT CONTINUOUS BEAD OF TYPICAL FOR ALL LOCATIONS.
WALL SEALANT
CONTINUOUS SEAL SEALER, SEALANT p NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND (2) a � 1 Q
INSTALL INTERIOR FULL WIDTH OF MUDSILL #5 REINFORCING RODS TOP AND BOTTOM.
SHEATHING PRIOR TO 4"THICK CONCRETE SLAB WITH 6"x6"#10/#10
INSTALLATION OF PRE- FOUNDATION WALL AS AIR SEALING @ ATTIC W.W.M.OVER 6 MIL. POLY VAPOR BARRIER �T�
l FAB FIREPLACE UNIT AIR BARRIER
1/ 112" EXPANSION JOINT FILLE
CONCRETE SLAB AS AIR 1'-4" x 8" DEEP CONCRETE FOOTING W/KEY
BARIER RECESSED LIGHTING - - - - -PREFAB FIREPLACE .
> UNIT UNDISTURBED SOIL W W
SHADED COMPONANTS U
DESIGNATED AIR FLOW TYPICAL WALL SECTION AND FLOW RETARDER DETAIL W 00
RETARDER SYSTEM. Q
> AIR SEALING @ SPECIFIED ATTIC INSULATION SCALE: 3/4".1'-0" Z W CV
EXTERIOR WALL
/ o
1 1/2" RIGID U W
INSULATION W
Q p
FINISHED CEILING FINISHED CEILING
CONTINUOUS
BEADS OF ACCESS PANEL
SEALANT TRIM OVERHANG 1/2' INT
OPENING TO SUPPORT PANEL ACCESS PANEL TO FIT
CONTINUOUS SEAL SEALER,
TIGHTLY ON FRAME AND
FULL WIDTH OF MUDSILL JOINT SEALANT TAPE ALL
SIDES
AIR SEALING @
ATTIC HATCH
AIR SEALING @ PRE-FAB
FIREPLACE PLATFORM
W
PLUMBING
CONTINUOUS BEAD OF
EXPANDED FOA PIPING
L
TOP PLATES -- SEALANT
SEALANT �� a CJ cn
TOP PLATES
z 3 Q z ca
Q 3 Q
EXPANDED ¢ 3 x
FOAM
SEALANT EXPANDED PROVIDE BLOCKI G A STUD U Q Q U
FOAM CAVITY ALL SIDS /lySCALE:
4" = 1 ,
PLUMBING SEALANT CONTINUOUS TUB UNIT F
BEAD OF THIN-PROFILE WALL Y
PIPING ELECTRICAL SEALANT SHEATHING
WIRE CONTINUOUS
WALL STUDS SEALABEAD NT D 0 T cl,
WALL STUDS WI DOW RIME R 7 06 �'
OD ME OR A E EON��
SEMB
b G. AME:
CONTINUOUS BEAD OF M E P
SEALANT
- AIR SEALING @ TOP PLATE NOTES
PLUMBING PENETRATION AIR SEALING @ PLATE DWG. NO.:
ELECTRICAL PENETRATION
AIR SEALING BEHIND TUB MEP - 1
— — PAGE 7 OF 8
N
00
MINIMUM 235#ARCHITECTURAL ROOF SHINGLES,
COLOR TO BE SELECTED BY OWNER o0
30#BLDG FELT M
Wood Backer Strip 1x or 1/2" plywood 1/2"CDX PLYWOOD SHEATHIN
Nailed in Place Before Exterior Sheathing
Applied ROOF RAFTERS (SEE PLAN FOR TYPE, SIZE AND SPACING). R
MIN. 1 CLEAR SPACE FOR VENTING OF INSULATION
i
2 x 4 Wall Studs R-30 BATT INSULATION
CEILING JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) - - - - - - - `t
1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD. (4) 8d COMMON NAILS IN i
Wall Insulation EACH END AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL N DRYWALL CAULKED, GLUED
ALUMINUM GUTTERS AND LEADERS I OR GASKETED TO PLATE
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ' SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED,GLUED +
2-2"x4"TOP PLAT OR GASKETED TO TOP PLATE •`
CLIMATE FENESTRATION SKYLIGHT b GLAZED CEILING WOOD MASS FLOOR BASEMENT c SLAB d CRAWL
ZONE U-FACTOR b U-FACTOR FENESTRATION R-VALUE FRAME WALL R-VALUE WALL R-VALUE SPACE c FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS) AS PER CODE. I :r
SHGC b,e WALL R VALUE i R-VALUE WALL < 1/2 GYPSUM BOARD
` •z'
TYVEK OR EQUAL VAPOR BARRIER
R-VALUE R-VALUE
112" EXTERIOR PLYWOOD SHEATHING CLADDING
OR SEALED JOINTS R.•�� '; ���
4 EXCEPT MARINE: 0.35 0.55 0.40 49 20 S 8/13 19 10/13 10,2 ft. 10/13
t 3+s h SIDING,TYPE AND COLOR TO BE SELECfiED BY OWNER I IN EXTERIOR SHEATHING
1" RIGID INSULATION R•5
FOR SI: 1 FOOT=304.8 mm 2"x4" WALL STUDS @16" O.C.
a. R-VALUES ARE MINIMUMS.U-FACTORS AND SHG-ARE MAXIMUMS,WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE R-15 BATT INUL�TIO
INSULATION SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE.
b. THE FENESTRATION U-FACTOR COLUMN EXCLUCES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION.EXCEPTION:SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN EXTERIOR SHEATHING CAULKED GLUED OR
CLIMATE ZONE 1 THROUGH 3 WHERE THE SHGC FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30.
C. "15/19"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL."15/19"SHALL BE PERMITTED Tp BE MET WITH R-13 2"x4"BASE PLATEI GASKETED TO BOTTOM PLATE
CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME."10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE C)
HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. O
d. R-5 SHALL BE ADDED TO THE REQUIRKTYPICAL FLOOR CONSTRUCTION:
D SLAB EDGE R-VALUES FOR HEATED SLABS.INSULATION DEPTH SHALL BE THE DEPTH OF THE FOOTING OR 2 FEET,WHICHEVER IS LESS IN CLIMATE ZONE i THROUGH 3 FOR HEATED 1 1/4"X 20 GAGE STEEL STRAP (4) 8d COMMON NAILS IN EACH END AS PER FINISHED FL
F. '-•
SLABS. TABLE 3.3B OF WOOD FRAME CONSTRUCTfON MANUAL
e. THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE. 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO
f. BASEMENT WALL INSULATION IS NOT REQUIRED IN WARM HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1. Q z
g. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY,R-19 MINIMUM. FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 1/2" O
h. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION,SO"13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. CORNER BLOCKING DETAIL SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE 5 O
i. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL. INSULATED Y 1(A L L DETAILS Wv
SIMPSON LTP4 @ 16" O.C. FROM RIM JOIST TO PLATE.70
BE FASTENED AS PER SIMPSONS RECOMENDATIONS. EXTERIOR SHEATHING CAULKED,
2 2"x4'TOP GLUED OR GASKETED TO TOP PLATE Q ,
FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS) TAPED OR SEALANT OVER JOINT IN
EXTERIOR SHEATHING
AS PER CODE:.
1 1/4"X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH
31/2" (4) 8d COMMON NAILS AT STUD AND (4) 8d COMMON NAILS AT RIM JOIST AND SILL FOR A TAPED OR SEALED JOINTS IN
_ TOTAL OF 8,AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING
(ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO
BE WRAPPED UNDER WOOD SILL.
z
I Q
Chose Compliance Method 2"x4"BASE I EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED
a
SIMPSON LTP4Z @ 16" O.C.FROM RIM J)IST 7DA
.TO I TO BOTTOM PLATE
Total UA Alternative See RESCHECK Analysis (Attached) BE FASTENED AS PER SIMPSONS RECOMEONS. I TYPICAL FLOOR CONSTRUCTION: Z
2 x Material Hair
(ALL SCREWS IN CONTACT WITH ACQ MOODHOT I 3/4"T&G PLYWOOD FLOORING SCREWEDYNGLUED TO FLOOR JOISTS O
DIPPED GAZED) (SEE PLAN FOR TYPE, SIZE AND SPACING) BATT INSULATION U
(2) 2"x6" .25 ACQ WOOD SILL PLATE (AND SILL SEALER) AD TO 3g
CONCRETE FOUNDATION WALL W/ 5/8" DIA. HOT DIPPED GALVANICH _ _ _ _ _ _ _ _ Q
BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @23" IMUMO
Energy Conservation Notes 7" EMBEDMENT(NOT MORE THAN 12" EA. WAY FROERS). EXTERIOR SHEATHING CAULKED,
*NOTE: GLUED OR GASKETED TO SILL PLATEAir Barrier Criteria COPPER TERMF-+
% A continuous air barrier sholled be installed in the building envelope. ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER
2. The exterior therma envelope contains a continuous air barrier. 12" ON STUD, RAFTER FACE, ETC. SILL GASKET O
11/2"
S. Breaks or joints int 11e barrier shall be sealed. R-5 Rigid� g'd Foam Insulation TYPICAL FOR ALL LOCATIONS. W w
4. The air barrier in ary dropped ceiling/soffit shall be aligned with the insulation NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND (2) V1 O
and any air gaps in the air barrier shall be sealed. Mechanical System Notes l Q
1. At least one thermostat shall be provided for each seperate heating and cooling system. #5 REINFORCING RODS TOP AND BOTTOM. U Z
5. Access openings, dropdown stairs or knee wall doors to unconditioned attic 4"THICK CONCRETE SLAB WITH 6"x6"#10/#10 Z
space shall be shall be sealed. 2. Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either 2 x Header Detail W.W.M.OVER 6 MIL. POLY VAPOR BARRIER 0
O
6. The junction of the foundation and sill plate shall be sealed. International Mechanical Code or International Residential Code. Scale 3"=1'
3Ducts shall be pressure tested to determine air leakage by one of the following methods 1/2" EXPANSION JOINT FILLE
7. The junction Of the top plate and the top ofexterior walls shall be sealed. . V-4" x 8" DEEP CONCRETE FOOTING W/KEY
8. Knee walls shall be sealedA. Rough-In Test WAY AND (3) #5 STEEL REINFORCING RODS. - - - - - - - f�
B. Post Construction Test
9. The space between windows/door jams and framing and skylights and framing UNDISTURBED SOIL 6 o
shall be sealed. W w
l 4. Building framing cavities shall not be used as ductsor plenums. w
10. Rimbe sealed.
include the air barrier. 5. Mechanical system piping copole of carrying fluids above 105° F or below 55° F shall be insulated P4
� 0
11. The air barrier shall be installed at any exposed edge of insulation. to a minimum of R-3. � �
12. Exposed earth in unvented crawl spaces shall be covered with a Class 1 6. The building shall be provided with ventilation that meets the requirements of the International 4�t
vapor retarder with overlapping joints taped. Residential Code or International Mechanical Code as applicable, or with other approved means TYPICAL WALL SECTION AND FLOW RETARDER D ETA I Lln� 00
13. Duct shafts, utility penetrations and flue shafts opening to exterior or of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that r-,
unconditioned space shall be sealed. close when the ventilation system is not operating. SCALE: 3/4"=1'-0" Z N
14. Air sealing shall be provided between the garage and conditioned spaces. p
15. Recessed light fixtures installed in the building thermal envelope shall be sealed F,
to the drywall. The project plans have been designed in accordance with the 2015 a H
16. The air barrier installed at exterior walls adjacent to showers and tubs shall International Energy Conservation Code (IECC) and the SAME FOR FLOOR ABOVE �j W
seperate them from the showers and tubs. 2017 Supplement to the New York State Energy Conservation w
17. The air barrier shall be installed behind electrical or communications boxes or Energy Code Requirement Table Q
0 .
air sealed boxes shall be used. Fenestration Construction Code
18. HVAC register boots, that penetrate building thermal envelope shall be Manufacturer Type U_4 SHGC
sealed to the subflaor or drywall. Window Andersen Case 0.29 0.28
19. When required to be sealed, concealed fire sprinklers shall only be sealed in a Door Andersen Sliding Glass 0.34 0.27
manner that is recommended by the manufacturer. Caulking or other adhesive CONTINUOUS BEAD OF
sealants shall not be used to fill voids between fire sprinkler cover plates and Mechanical Systems SEALANT
walls or ceilings. Air Conditioning Central
20. The thermal air barrier shall be constructed to limit air leakage in accordanceHeatin Hot Water Baseboard CONTINUOUS BEAD OF
with -Sections 8402.4.1 through R402.4.6 g SEALANT
CONTINUOUS MINIMAL
Equipment Type
InsUIQtIOn EXPANDING FOAM AT
WINDOW PERIMETER
�
Air Conditioning None z
1. Air permeable insulation shall not be used as a sealing material. Heating Gas Fired Boiler WINDOW UNIT AS AIR
2. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier. BARRIER
3. Cavities within corners and headers of frame walls shall be insulated by Insulation Type R.Value
�'L - CONTINUOUS MINIMAE, w
completely filling the cavity with a material having a thermal resistance of R-3 Walls Fiberglass Batts 15 -- EXPANDING FOAM AT
per inch minimum. (See Detail)
Rigid Foam 3 WINDOW PERIMETER
4. Exterior thermal envelope insulation for framed walls shall be installed in Ceilings Fiberglass Batts 30
substantial contact and continuous alignment with the air barrier. Floor/Foundation Rigid Foam 19/5 CONTINUOUS BEAD OF
S. Rim joists shall be insulated. 2 x 4 Posts SEALANT
2 x 4 Sill
6. Floor framing cavity insulation shall be installed to maintain permenant contact
with the underside of subfloor decking, or floor framing cavity insulation shall w
be permitted to be in contact with the top side of sheathing or continous U
insulation installed on the underside of floor framing and extends from the CONTINUOUS BEAD OF
ADHESIVE
bottom to the top of all perimeter floor framing members. O ¢ Z
CONTINUOUS BEAD OF z Q (� Z
7. Where provided instead of floor insulation, insulation shall be permanently SEALANT w A C7 3
attached to the crawlspace walls.
a
w x
8. Batts in narrow cavities shall be cut to fit or narrow cavities shall be filled by U Q QSCALE:
insulation that on installation readily conforms to the available cavity space. 1/2" Rigid Foam Insulation 1/4 Ird1
9. Recessed light fixtures installed in the building thermal envelope shall be air
light and IC rated. CONTINUOUS BEAD OF PW y
10. Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior SEALANT lz� SCHW
walls, or insulation that on installation readily conforms to the available space CONTINUOUS SEAL SCALER,
shall extend behind piping and wiring. FULL WIDTH OF MUDSILL r W
11. Exterior walls adjacent to showers and tubs shall be insulated. AIR SEALING GENERAL NOTE: I
FOUNDATION WALL AS � V
THESE DETAIL$ARE SHOWN FOR TYPICAL AREAS AS SHOWN.CONTRACTOR TO HIRE A AIR BARRIER 006 Cv�
HERR'S RATER TO INSPECT ALL CONSTRUCTION PRIOR TO CLOSING UP ANY WALLS AND
CEILING TO INSURE EVERYTHING HAS BEEN CAULKED AND SEALED CORRECTLY FOR THE CONCRETE SLAB AS AIR O
BLOWER DOOR TEST. BARIER G. E:
Corner post Insulation Detail AE P
k Rigid Foam
NOTES
DWG. NO.:
AIR SEALING @ MEP - 2
EXTERIOR WALL
PAGE 8 OF 8