RC-00012-2017 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
OL Community Development-Building&Codes (518)761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: RC-000123-2017 Date Issued: Monday, July 24, 2017
This is to certify that work requested to be done as shown by Permit Number RC-000123-2017
has been completed.
Tax Map Number: 295.10-1-6
Location: 2 Hillside DR
Owner: Patten Property Development
Applicant: Patten Property Development
This structure may be occupied as a: Single-Family Dwelling 1,423 sq. ft.
420 sq. ft.att.garage By Order of Town Board
Subdivision: Stonecroft,Section I TOWN OFQUEENSS�BURY
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, ` G•yt'jxT/ �d
Variance,or other issues and conditions as a result of approvals by the
Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: RC-000123-2017
Tax Map No: 295.10-1-6
Permission is hereby granted to: Patten Property Development
For properly located at: 2 Hillside DR
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Tvce of Construction
Owner Name: Patten Property Development Single Family-New $150,000.00
Owner Address: 20 Ridgewood CT Total Value $150,000.00
Queensbury,NY 12804
Contractor or Builders Name/Address Electrical Inspection Agency
Patten Property Development
20 Ridgewood CT
Queensbury,NY 12804
Plans&Specifications
Single-Family Dwelling 1,423 sq.ft.
420 sq.ft.aft.garage
Subdivision: Stonecroft,Section 1
$347.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,April 11,2018
(If a longer period is required,an application for an extension must he made to the code Enforcement Officer
of the Town of Queensbury before the a ratiioo�n dakdri]71,2017
Dated at the Town o Queens /-J Tu
SIGNED BY: V for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
Permit#: /��� /23 �C) 7
PRINCIPLE STRUCTURE PERMIT
Permit Fee: $ 3`(7 6,
APPLICATION
An.n N(Linnebus
742 Bay Road,Queensbury,NY 12804 Rec Fee:$,1—v i _: , �_ �•�Yc
P:518-761-8256 www.ciueensbury.net
Invoice#:
Project Location: 7— )YI&IJP �A) 4�
Tax Map ID #: 2_17 S, l(}/ —(p Subdivision Name: >i >i c✓ -- � 'C
'TOWN BD. RESOLUTION 86-2013: $850 recreation fee for new dwelling e9ftfarIMI -family,
multiple family, apartments, condominiums,townhouses, and/or manufactu e t bile
homes. This Is In addition to the permit feels).
MAR 2 9 2017
CONTACT INFORMATION:
TOWN OF QUEENSBURY
• Applicant:
COMMUNITY DEVELOPMENT
/�
Name(s): C(i Ly P-r—geyA
Mailing Address, �}S/Z: 2p Rt�t
Cell Phone: �� )ma
y& yG,Sy Land Line: � )
Email:_Tm kv( 9�Y P c n� ,/, ca,
Primary Owner(s): a
Name(s):
Mailing Address, C/S/Z:
Cell Phone: Land Line: �)
Email:
• Contractor(s):
Business Name: S/9/LrF a�le.1 Pte' ! Dt.eW0_�
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: _�) Land Line: � )
Email:
• Architect(s)/Ensineer(s):
Business Name: _ Wlllfh.;,r oL,,d
Contact Name(s): `D a
Mailing Address, C/S/Z: &tt+
Cell Phone: �_) 79k-y 6s-7 Land Line: �)
Email:
Contact Person for Building & Code Compliance: C I/
tf'S
Cell Phone: 71( Land Line: � )
Email:
Town of Queensbury Building&Code Enforcement Principle Structure Apphution Re sed February 2017
PROJECT INFORMATION: y
TYPE: Commercial 'id- ,al
WORK CLASS:
Single-Family —Two-Family Multi-Family(#of )
Townhouse Business Office Retail Hotel/Motel
—Industrial/Warehouse ._Garage(#of cars _ Other(describe )
STRUCTURE SQUARE FOOTAGE: GARAGE SQUAREE FOOTAGE:
I"floor: /7 96 Is'floor: )
2"d floor: IU L7 2"d Floor:
3`d floor:
Total square feet: L12D
4"floor:
Total square feet:
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $ bir
2. Proposed use of the building: Sr h i L<, �-a IN
3. If Commercial or Industrial, indicate the name of the business: �-
4. Source of Heat (circle one) as Oil Propane Solar Other:
(Fireplaces need a separate as
Burning Appliances & Chimney Application, one per appliance)
5. Are there any structures not shown on the plot plan? YES' 03Explain:
6. Are there any easements on the property? YES NO
7. SITE INFORMATION:
a. What is the dimensions or acreage of the parcel? /Zo X 20 9
b. Is this a corner lot? YES NO
c. Will the grade be change as a result of the construction? YES 1�0�
d. What is the water source? PUBLICRIVATE WELL
e. Is the parcel on SEWER or a PRIVATE SEPTIC system -- < S
DECLARATION:
I . I acknowledge that no construction shall commence prior to issuance of a valid building permit and
work will be completed within a 12 month period.
2. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to
fees and department approval.
-i. I certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed, that all work will be performed in accordance with the NYS Building
Codes, local building laws and ordinances, and in conformance with local zoning regulations.
4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate
of occupancy.
5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor ofall
newly constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME: 041-13
✓13 "
SIGNATURE: ce� �iZ � DATE: 7.312-1117
Tmm� R rndn Fnfmromnnr Prinrinlr Strurlurn Annhrallnn Revised February 2017
SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only
742 Bay Road,Queensbury,NY 12804 /�� �
Imm.J(Znrn.Mn• P;518-761-8256 www.gueensbury.net Permit#: 0 17
Tax Map ID#: 2q 51 AH —6-01 Permit Fee:$ ; Invoice#:
Project Location: `)t 11.f (dr D�p yr Septic variance? Yes No
Primary Owner(s) Ch lis
Mailing Address 20 A 4- u,o• C.
Phone & Email —7,7G 416 �'- r�Ir
Installer/Builder 001 I Nn
Mailing Address111111
Phone& EmailT yG
Engineer ✓�o KW4'tis TOWN OF QUEFNSAI Jay
Mailing Address Z oJr� t ��� LOPMENT
Phone& Email l yy 3 p 11
Contact Person for Building&Code Compliance: CV-if Qayy Phone: 27G°/loSz/
RESIDENCE INFORMATION:
Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Ye
1980 or older Installed? (circle one)
Spa or Hot Tub Yes N
1981-1991 Installed? (circle one)
1992-Present 3 / / 0
3 O
PARCEL INFORMATION:
Topography _Flat Rolling _Steep Slope _%Slope
Soil Nature Sand _Loam _Clay _Other
Groundwater At what depth? .Vxo, C /Z
Bedrock/Impervious material At what depth?
Domestic Water Supply _Municipal Well(if well,water supply from any septic system absorption is_ft.)
Percolation Test Rate:Z:S I per minute per inch(test to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION:
Tank size Bob gallons(min. size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub
System Absorption field with #2 stone Total length ft.; Each Trench ft.
Seepage Pit with#3 stone How many: Size:
Alternative System Bed or other type:
Holding Tank System Total required capacity? ;tank size #of tanks
NOTES:1.Alarm system &associated electrical work must be inspected by a Town approved electrical inspection
agency;2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved.
The installed system must match the septic layout on file—no exceptions.
Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material
representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I
have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage
Disposal Ordinance. n
PRINT NAME: DATE:
SIGNATURE: �/l�i� /i " DATE:
Town of Queensbury Building&code Enforcement Revised February 2017
+�+ wrightsoft Load Short Form D EC E OWE to: 2H is81 ZOD�ve,Queens
...
Entire HouseAnthony Averse
WeBRePS LLC. MAR 2 9 2017 I -n: 2 Hillside Drive
1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone:800 810.3280 Fax:888 971-299APIA Pp
U ENSB RY brepsvnolesale.com License: ...
Project • •
For: Chris J Patten, Patten Property Development
7 Jackson Road, South Glens Falls, NY 12803
Phone: 518 796-4654 Fax: 518 798-3069
Email: patten84@gmail.com
Design • •
Htg Clg Infiltration
Outside db (°F) -4 85 Method Simplified
Inside db (°F) 70 75 Construction quality Semi-tight
Design TD (°F) 74 10 Fireplaces 0
Daily range - M
Inside humidity (%) 30 50
Moisture difference (gr/Ib) 29 27
HEATING EQUIPMENT COOLING EQUIPMENT
Make Goodman Mfg. Make Goodman Mfg.
Trade GOODMAN Trade GOODMAN
Model GMSS920603BN Cond GSX130301B
AHRI ref 7367472 Coil CAPT3743A4A
AHRI ref 5611306
Efficiency 92.1 AFUE Efficiency 11.0 EER, 13 SEER
Heating input 60000 Btuh Sensible cooling 19740 Btuh
Heating output 55000 Btuh Latent cooling 8460 Btuh
Temperature rise 54 OF Total cooling 28200 Btuh
Actual air flow 940 cfm Actual air flow 940 cfm
Air flow factor 0.035 cfm/Btuh Air flow factor 0.055 cfmlBtuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.76
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft2) (Btuh) (Btuh) (cfm) (cfm)
Stairs 43 0 0 0 0
Dining Rm 98 1358 3251 47 180
Kitchen 191 2145 2380 75 132
Lndry 28 750 276 26 15
Entry 21 0 0 0 0
Great Room 415 6917 4177 241 232
Bdrm# 3 100 2673 1675 93 93
Cl 3 16 0 0 0 0
Ln 8 0 0 0 0
Bath 56 1075 180 38 10
Hallwy 40 0 0 0 0
Up Stirs 36 0 0 0 0
Cl 2 12 0 0 0 0
Bdrm# 2 125 2809 1750 98 97
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
+ wrightsoft' Right-Suite®Unhersal 2017 17.0Page.19 RS000902 2017-Mar-28 10:age I
1
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Mstr Bath 52 1216 185 42 10
WIC 24 0 0 0 0
Master Bdrm 161 2629 2227 92 123
Basement 752 5362 861 187 48
Bsmnt Strs 43 0 0 0 0
Entire House 2220 26933 16960 940 940
Other equip loads 12346 2756
Equip. @ 1.00 RSM 19717
Latent cooling 6187
TOTALS 2220 39279 25904 940 940
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2017-Mar-28 10:20:53
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ACM ...ebgnent, 2 Hillside Droe,Queensbury,NY wp Calc=M18 FmM Door faces: E
Component Constructions Job: 2Hillside Drive,Queens
...
wrightsoft Date: Mar 28,2017
Entire House By: Anthony Averse
WeBRePS LLC. Plan: 2 Hillside Drive
1880 82nd Avenue Suite#203,Vero Beach, FL 32966 Phone:800 810.3280 Fax 888 971-2999 Email:manualj@mbrepshvaacom Web:w,wt.xebrepswbolesale.com License:...
Project • •
For: Chris J Patten, Patten Property Development
7 Jackson Road, South Glens Falls, NY 12803
Phone: 518 796-4654 Fax: 518 798-3069
Email: patten84@gmail.com
Design-Conditions
Location: Indoor: Heating Cooling
Glens Falls AP, NY, US Indoor temperature (°F) 70 75
Elevation: 335 ft Design TD (°F) 74 10
Latitude: 430N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/Ib) 29.4 26.5
Dry bulb (°F) -4 85 Infiltration:
Daily range (°F) - 22 ( M ) Method Simplified
Wet bulb (°F) - 71 Construction quality Semi-tight
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions or Area U-value Insult R Htg HTM Loss Clg HTM Gain
n' BIWII'T W.-FISH SWM' BM SWM* Stun
Walls
12F-Osw:Frm wall,wd ext,r-21 cav ins,1/2"gypsum board int fnsh, n 384 0.065 21.0 4.78 1835 0.61 235
2"x6"wood frm,16"o.c.stud a 186 0.065 21.0 4.78 891 0.61 114
s 454 0.065 21.0 4.78 2167 0.61 277
w 343 0.065 21.0 4.78 1641 0.61 210
all 1367 0.065 21.0 4.78 6533 0.61 835
15B13.Owc-8:Bg wall,heavy damp soil,2"x4"wood int firm,concrete n 214 0.049 13.0 3.60 771 0 0
wall,r-13 cav ins,10"ink,1/2"gypsum board int finish a 300 0.049 13.0 3.70 1109 0.01 4
s 186 0.049 13.0 3.11 579 0 0
w 278 0.049 13.0 3.46 962 0 0
all 978 0.049 13.0 3.50 3422 0.00 4
Partitions
12F-Osw:Frm wall,3/8"wood shin,r-21 cav ins,1/2"gypsum board int 312 0.065 21.0 4.78 1491 0.13 41
fish,2"x6"wood frm, 16"o.c.stud
Windows
2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr,1/4"gap, 1/4"thk: n 18 0.250 0 18.4 331 8.39 151
2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr,1/4"gap, 1/4"thk; a 79 0.250 0 18.4 1455 31.5 2496
6.67 ft head ht s 26 0.250 0 18.4 485 16.4 433
s 28 0.250 0 18.4 515 16.4 459
w 62 0.250 0 18.4 1136 31.5 1948
w 12 0.250 0 18.4 221 31.5 378
all 225 0.250 0 18.4 4142 26.0 5865
4A5-2ovd:2 glazing,clr low-e outr,air gas,vnl firm mat,clr innr,1/4" w 41 0.300 0 22.1 900 32.0 1306
gap, 1/4"thk;NFRC rated(SHGC=0.31);6.67 it head ht
Doom
11 DO:Door,wd sc type a 20 0.390 0 28.7 585 8.03 164
Ceilings
16B-38ad:Attic ceiling,asphalt shingles roof mat,r-38 ceil ins,1/2" 1089 0.026 38.0 1.91 2081 1.15 1248
gypsum board int fish
2017-Mar-28 10:20:53
ti wr'ightSOft' Right-Sufte®Universal 2017 17.0.19 RSU00902 Page 1
a41M ...elopmem, 2 Hillside Drive,Queensbury.NYmp Calc=MJ8 Front Door faces: E
Floors,
19C-19cscp:Fir floor,firm fir,6'lhkns,carpet fir fnsh,r-2 ext ins,r-19 293 0.049 30.0 1.25 366 0.17 50
cav ins,light crwl ovr,r-11 wall insul
21A-32t:Bg floor,heavy damp soil,8'depth,carp 80%fir fnsh 795 0.020 0 1.47 1168 0 0
2017-Mer-28 10:20:53
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menl, 2 Hillside Drive,Queensbury NY.rup Cab=WB Front Door faces: E
Project Summar Job: 2 Hillside Drive,Queens...
wrightsoft y Date: Mar28,2017
Entire House By: Anthony Averse
WeBRePS LLC. Plan. 2Hillside Drive
1880 82nd Avenue Suite M 203,Vero Beach,FL 32966 Phone:800 810-3280 Fav:888 971-2999 Email:manualj@mbmpshvac.com Mb:x .vebrepswholesale.com License:...
Prouect Information
For: Chris J Patten, Patten Property Development
7 Jackson Road, South Glens Falls, NY 12803
Phone: 518 796-4654 Fax: 518 798-3069
Email: patten84@gmail.com
Notes: 2 Hillside Drive, Queensbury, NY
Design • •
Weather: Glens Falls AP, NY, US
Winter Design Conditions Summer Design Conditions
Outside db -4 OF Outside db 85 OF
Inside db 70 OF Inside db 75 OF
Design TD 74 OF Design TD 10 OF
Daily range M
Relative humidity 50 %
Moisture difference 27 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 26933 Btuh Structure 16960 Btuh
Ducts 0 Btuh Ducts 0 Btuh
Central vent(97 cfm) 7716 Btuh Central vent (97 cfm) 1050 Btuh
Outside air Outside air
Humidification 4630 Btuh Blower 1707 Btuh
Piping 0 Btuh
Equipment load 39279 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 19717 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Semi-tight
Fireplaces 0 Structure 4460 Btuh
Ducts 7 Btuh
Central vent (97 cfm) 1720 Btuh
Heating Cooling Outside air
Area (ft') 2220 2220 Equipment latent load 6187 Btuh
Volume (W) 11445 11445
Air changes/hour 0.41 0.15 Equipment total load 25904 Btuh
Equiv.AVF (cfm) 78 29 Req. total capacity at 0.70 SHR 2.3 ton
Heating Equipment Summary Cooling Equipment Summary
Make Goodman Mfg. Make Goodman Mfg.
Trade GOODMAN Trade GOODMAN
Model GMSS920603BN Cond GSX130301B
AHRI ref 7367472 Coil CAPT3743A4A
AHRI ref 5611306
Efficiency 92.1 AFUE Efficiency 11.0 EER, 13 SEER
Heating Input 60000 Btuh Sensible cooling 19740 Btuh
Heating output 55000 Btuh Latent cooling 8460 Btuh
Temperature rise 54 OF Total cooling 28200 Btuh
Actual air flow 940 cfm Actual air flow 940 cfm
Air flow factor 0.035 cfm/Btuh Air flow factor 0.055 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.76
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
Wrl ht50f[' 2017-Mar-2810:20:53
G�c. 9 Righl-Sutle®Universa12017 17.0.19 RS000902 Page 1
iR.�.n ...elopmenl, 2 Hillside Drive,Queensbury,NY.rup Calc=MJB Front Door faces: E
Manual S CRJob: 2Hillside Drive,Queens
...
+�+ Wrightsoft Compliance Date: Mar 28,2017
Entire House By: Anthony Averse
WeBRePS L.L.C. Plan: 2Hillside Drive
1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone:800 810-3280 Fax:888 971-2999 Email:manualj@mbrepshwc.com Web:w webrepsvholesale.com License:...
ProjectMENEM
• •
For: Chris J Patten, Patten Property Development
7 Jackson Road, South Glens Falls, NY 12803
Phone: 518 796-4654 Fax: 518 798-3069
Email: patten84@gmail.com
Cooling Equipment
Design Conditions
Outdoor design DB: 85.0°F Sensible gain: 19717 Btuh Entering coil DB: 77.8°F
Outdoor design WB: 70.8°F Latent gain: 6187 Btuh Entering coil WB: 64.0°F
Indoor design DB: 75.0°F Total gain: 25904 Btuh
Indoor RH: 50% Estimated airflow: 940 cfm
Manufacturer's Performance Data atActual Design Conditions
Equipment type: Split AC
Manufacturer: Goodman Mfg. Model: GSX130301 B+CAPT3743A4A
Actual airflow: 940 cfm
Sensible capacity: 19740 Btuh 100% of load
Latent capacity: 8460 Btuh 137% of load
Total capacity: 28200 Btuh 109%of load SHR: 70%
Heating Equipment
Design Conditions
Outdoor design DB: -3.5°F Heat loss: 39279 Btuh Entering coil DB: 62.3°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data atActual Design Conditions
Equipment type: Gas furnace
Manufacturer: Goodman Mfg. Model: GMSS920603BN
Actual airflow: 940 cfm
Output capacity: 55000 Btuh 140%of load Temp. rise: 50 OF
Meets are all requirements ofACCA Manual S.
2017-Mar-28 10:20:53
WrightSOtt' Right-Suite®Universal 2017 17.0.19 RS000902 Page 1
ACCa ...elopment, 2 Hillside Drive,Queensbury,NY.rup Calc=W8 Front Door faces: E
CID( Generated by REScheck-Web Software
Compliance Certificate
Project 2 HILLSIDE DRIVE, QUEENSBURY rr�� ((� n
Energy Code: 2015 IECC D E `v' E III E D
Location: Warren County, New York
Construction Type: Single-family Fk7� 22 2r.•:
Project Type: New Construction
Orientation: Bldg. faces 90 deg. from North
Conditioned Floor Area: 14% TOWN OF QUEENSBURY
Glazing Area 14% ft2 COMMUNITY DEVELOPMENT
Climate Zone: 6 (8499 HDD)
Permit Date: 295.10-1-6 RC 123-2017
Permit Number: Chris Paffen
Construction Site: Owner/Agent:
2 Hillside Drive Stonecroff, Sec. 1
2 HILLSIDE DRIVE SFD w/ aft. garage
QUEENSBURY, New York 12804
Compliance:Passes using UA trade-off
Compliance: 0.8%Better Than Code Maximum UA: 258 Your UA: 256
The%Better or Worse Than Code Inde.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
Gross Area Cavity Cont U-Factor UA
Assembly or R-Value R-Value
Perimeter
Ceiling: Raised or Energy Truss 1,118 38.0 0.0 0.025 28
Floor: All-Wood joist/Truss Over Uncond. Space 310 30.0 0.0 0.033 10
Wall:Wood Frame, 16in. D.C. 291 21.0 0.0 0.057 13
Orientation: Front
Window: Vinyl Frame, 2 Pane w/Low-E 31 0.250 8
Orientation: Front
Door: Solid 40 0.140 6
Orientation: Front
Wall:Wood Frame, 16in. D.C. 219 21.0 0.0 0.057 12
Orientation: Right side
Window: Vinyl Frame, 2 Pane w/Low-E 6 0.250 2
Orientation: Right side
Wall: Wood Frame, 16in. D.C. 291 21.0 0.0 0.057 12
Orientation: Back
Window: Vinyl Frame, 2 Pane w/Low-E 40 0.250 10
Orientation: Back
Door: Glass 40 0.300 12
Orientation: Back
Wall: Wood Frame, 16in. D.C. 219 21.0 0.0 0.057 11
Orientation: Left side
Window: Vinyl Frame, 2 Pane w/Low-E 31 0.250 8
Orientation: Left side
Wall: Wood Frame, 16in. D.C. 162 21.0 0.0 0.057 6
Orientation: Front
Project Title: 2 HILLSIDE DRIVE, QUEENSBURY Report date: 03/22/17
Data filename: Page 1 of10
Gross Area Cavity Cont. U-Factor UA
Assembly or R-Value
Window:Vinyl Frame, 2 Pane w/Low-E 61 0.250 15
Orientation: Front
Wall:Wood Frame, 161n. o.c. 275 21.0 0.0 0.057 15
Orientation: Right side
Window: Vinyl Frame, 2 Pane w/Low-E 12 0.250 3
Orientation: Right side
Wall:Wood Frame, 161n, o.c. 162 21.0 0.0 0.057 7
Orientation: Back
Window:Vinyl Frame, 2 Pane w/Low-E 31 0.250 8
Orientation: Back
Wall:Wood Frame, 16in. o.c. 275 21.0 0.0 0.057 16
Orientation: Left side
Basement:Solid Concrete or Masonry 276 0.0 13.0 0.051 14
Orientation: Front
Wall height: 8.0'
Depth below grade: 7.0'
Insulation depth: 8.0'
Basement:Solid Concrete or Masonry 208 0.0 13.0 0.051 11
Orientation: Right side
Wall height: 8.0'
Depth below grade: 7.0'
Insulation depth: 8.0'
Basement: Solid Concrete or Masonry 276 0.0 13.0 0.051 13
Orientation: Back
Wall height: 8.0'
Depth below grade: 7.0'
Insulation depth: 8.0'
Window:Vinyl Frame,2 Pane w/Low-E 16 0.290 5
Orientation: Back
Basement:Solid Concrete or Masonry 208 0.0 13.0 0.051 11
Orientation: Left side
Wall height:8.0'
Depth below grade: 7.0'
Insulation depth: 8.0'
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in
REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Lynn Delurey- Designer .L D +y 3/22/17
Name-Title Sign re Date
Project Title: 2 HILLSIDE DRIVE, QUEENSBURY Report date: 03/22/17
Data filename: Page 2 of 10
REScheck Software Version 5.5.0
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 Plans Verified Field Verified
# Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions
& Re .ID
103.1, Construction drawings and ❑Complies
103.2 documentation demonstrate ❑Does Not
[PRI]' energy code compliance for the
building envelope.Thermal ❑Not Observable
envelope represented on ❑Not Applicable
construction documents.
103.1, Construction drawings and ❑Complies
103.2, documentation demonstrate ❑Does Not
403.7energy code compliance for ❑Not Observable j
[PR3]1 ;lighting and mechanical systems.
g,
!Systems serving multiple ❑Not Applicable
dwelling units must demonstrate
compliance with the IECC j
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
[PR212 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable
Ak Manual J or other methods Btu/hr Btu/hr ❑Not A licable
approved by the code official. PP
Additional Comments/Assumptions:
111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 2 HILLSIDE DRIVE, QUEENSBURY Report date: 03/22/17
Data filename: Page 3 of 10
Section Plans Verified Field Verified
# Foundation Inspection Value Value Complies? Comments/Assumptions
.I
& Re D _
402.1.1 Conditioned basement wall R- R-_ ❑Complies See the Envelope Assemblies
(FO4]1 insulation R-value.Where Interior R- R- ❑Does Not table for values.
V, insulation is used,verification
may need to occur during ❑Not Observable
Insulation Inspection. Not - ❑Not Applicable
required in warm-humid locations
in Climate Zone 3.
303.2 Conditioned basement wall ❑Complies
[FO5]1 insulation installed per ❑Does Not
0 manufacturer's instructions. ❑Not Observable
❑Not Applicable
402.2.9 Conditioned basement wall _ft _ft ❑Complies See the Envelope Assemblies
[FO611 insulation depth of burial or ❑Does Not table for values.
distance from top of wall.
[]Not Observable
❑Not Applicable
303.2.1 A protective covering is Installed - ❑Complies
[FO11]2 .to protect exposed exterior - ❑Does Not
insulation and extends a
j minimum of 6 in. below grade. ❑Not Observable
❑Not Applicable
403.9 1,Snow-and ice-melting system ❑Complies
[FO12]2 :controls Installed. ❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: 2 HILLSIDE DRIVE, QUEENSBURY Report date: 03/22/17
Data filename: Page 4 of 10
Sec#on Framing / Rough-In Inspection Plans Verified j Field Verified Complies? Comments/Assumptions
& Re .ID Value Value
402.1.1, Door U-factor. U- U-_ ❑Complies See the Envelope Assemblies
402.3.4 ❑Does Not table for values.
[FR1]1 j❑Not Observable
❑Not Applicable
402.1.1, (Glazing U-factor(area-weighted U-_ U-_ ;❑complies See the Envelope Assemblies
402.3.1, laverage). 0Does Not table for values.
402.3.3,
402.3.6, j❑Not Observable
402.5 ❑Not Applicable
[FR2]1
303.1.3 U-factors of fenestration products ;;❑Complies
[FR4]1 !are determined in accordance ,[]Does Not
with the NFRC test procedure or •�
;taken from the default table. ❑Not Observable
❑Not Applicable
402.4.1.1 (Air barrier and thermal barrier ❑Complies
[FR23]1 installed per manufacturer's ❑Does Not
® instructions. �t❑Not Observable j
.,❑Not Applicable
402.4.3 Fenestration that is not site built ❑Complies
[FR20]1 is listed and labeled as meeting -[]Does Not
AAMA MDMA/CSA 101A.S.21A440 -.!,[]Not Observable j
or has Infiltration rates per NFRC ❑Not Applicable
400 that do not exceed code PP
limits.
402.4.5 IC-rated recessed lighting fixtures ❑Complies
[FR16]2 sealed at housing/Interior finish ❑Does Not
and labeled to indicate s2.0 cfm "M&
leakage at 75 Pa. []Not Observable
[]Not Applicable
403.2.1 Supply and return ducts in attics ❑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 - - -" --- -- ❑Nat Applicable
the building insulated>= R-6 for
diameter>= 3 inches and R-4.2 .. ... .-_
for< 3 Inches in diameter.
403.3.3.5 Building cavities are not used as ',❑Complies
[FR15]3 ducts or plenums. ❑Does Not
❑Not Observable j
❑Not Applicable
403.4 HVAC piping conveying fluids R R- ❑Complies
[FR17]2 I above 105 QF or chilled fluids ❑Does Not
!below 55 QF are insulated to aR- [-]Not Observable j
'3• ❑Not Applicable
403.4.1 1 Protection of insulation on HVAC ❑Complies
[FR24]1 ;piping. ❑Does Not
10 ❑Not Observable
❑Not Applicable
403.5.3 Hot water pipes are insulated to R- R ❑Complies
[FR18]2 >_R-3. ❑Does Not
[]Not Observable j
❑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
r. j
❑Not Applicable
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 2 HILLSIDE DRIVE, QUEENSBURY Report date: 03/22/17
Data filename: Page 5 of 10
Additional Comments/Assumptions:
111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 2 HILLSIDE DRIVE, QUEENSBURY Report date: 03/22/17
Data filename: Page 6 of10
Section Plans Verified Field Verified
# Insulation Inspection Value Value Complies? Comments/Assumptions
& RegAD
303.1 All installed insulation is labeled ❑Complies
[IN13]2 or the installed R-values ❑Does Not
vi provided. ❑Not Observable
❑Not Applicable
402.1.1, Floor insulation R-value. R- R-_ ❑Complies See the Envelope assemblies
402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values.
[IN111 ❑ Steel ❑ Steel ❑Not Observable
0 ❑Not Applicable
303.2, Floor insulation installed per ❑Complies
402.2.7 manufacturer's instructions and ❑Does Not
[IN211 in substantial contact with the
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
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'/.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 1 manufacturer's instructions. ❑Does Not
❑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: 2 HILLSIDE DRIVE, QUEENSBURY Report date: 03/22/17
Data filename: Page 7 of10
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies. Comments/Assumptions
& Req.ID
402.1.1, Ceiling insulation R-value. R- R-_ ; complies See the Envelope Assemblies
402.2.1, E] Wood ❑ Wood ❑Does Not table for values.
402.2.2, ❑ Steel ❑ Steel ❑Not Observable
,402.2.6 ❑
[Fill, Applicable
FIl]
303.1.1.1, Ceiling insulation installed per ❑Complies
303.2 manufacturer's Instructions. ❑Does Not
[FI211 Blown insulation marked every
❑
300 ft2. Not Observable
❑Not Applicable
402.2.3 Vented attics with air permeable ❑Complies
[FI2212 insulation include baffle adjacent ❑Does Not
to soffit and eave vents that ❑Not Observable
extends over insulation. ❑Not Applicable
402.2.4 Attic access hatch and door R- R-_ ❑Complies
[F13]1 insulation a:R-value of the ❑Does Not
adjacent assembly. ❑Not Observable
❑Not Applicable
402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 =_ ACH 50 = ❑Complies
[F11711 ach in Climate Zones 1-2, and ❑Does Not
<=3 ach in Climate Zones 3-8. ❑Not Observable
❑Not Applicable
403.2.3 ;Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies
[F1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not
<=3 cfm/100 ft2 without air
j handler @ 25 Pa. For rough-in ❑Not Observable
;tests,verification may need to ❑Not Applicable
.occur during Framing Inspection.
403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies
[1`12711 determine air leakage with ft2 ftz ❑Does Not
either: Rough-in test:Total ❑Not Observable
leakage measured with a
pressure differential of 0.1 inch ❑Not Applicable
w.g.across the system including
the manufacturer's air handler
enclosure if installed at time of
test. Postconstruction test:Total
leakage measured with a
pressure differential of 0.1 inch
w.g. across the entire system
including the manufacturer's air -
handler enclosure.
403.3.2.1 Air handler leakage designated ❑Complies
[FI2411 by manufacturer at<=2%of El Does Not
design air flow. ❑Not Observable
❑Not Applicable
403.1.1 Programmable thermostats ._ ... ❑Complies
[1`19]2 installed for control of primary []Does Not
heating and cooling systems and
initially set by manufacturer to ❑Not Observable
code specifications. ❑Not Applicable
403.1.2 Heat pump thermostat installed ❑Complies
[Fl 10]2 on heat pumps. []Does Not
❑Not Observable
■III ❑Not Applicable
403.5.1 Circulating service hot water ❑Complies
[1`911]2 systems have automatic or ❑Does Not
accessible manual controls. ❑Not Observable
❑Not Applicable
11 High Impact(Tier 1) .2: Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 2 HILLSIDE DRIVE, QUEENSBURY Report date: 03/22/17
Data filename: Page 8 of 10
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Re .ID _
403.6.1 All mechanical ventilation system ❑Complies
[FI25]2 (fans not part of tested and listed ❑Does Not
HVAC equipment meet efficacy ❑Not Observable
and air flow limits.
❑Not Applicable
403.2 Hot water boilers supplying heat ❑Complies
[FI26]2 through one-or two-pipe heating ❑Does Not
systems have outdoor setback ❑Not Observable
control to lower boiler water
temperature based on outdoor ❑Not Applicable
temperature.
403.5.1.1 Heated water circulation systems ;❑Complies
[FI28]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 hat 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 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 ❑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 ❑Not Observable
supply pipe back to the heated
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 104QF.
403.5.4 Drain water heat recovery units ❑Complies
[F131]2 tested in accordance with CSA ❑Does Not
B55.1. Potable water-side []Not Observable
pressure loss of drain water heat ❑Not Applicable
recovery units < 3 psi for pp
individual units connected to one
or two showers. Potable water-
side pressure loss of drain water
heat recovery units< 2 psi for
individual units connected to
three or more showers.
404.1 75%of lamps in permanent ❑Complies
[FI611 fixtures or 75%of permanent ❑Does Not
-fixtures have high efficacy lamps. ❑Not Observable
Does not apply to low-voltage
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: 2 HILLSIDE DRIVE, QUEENSBURY Report date: 03/22/17
Data filename: Page 9 of 10
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Re .iD
401.3 Compliance certificate posted. ❑Complies
[FI712 ❑Does Not
❑Not Observable
❑Not Applicable _
303.3 Manufacturer manuals for ❑Complies
[FI1813 mechanical and water heating ❑Does Not
systems have been provided. ❑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: 2 HILLSIDE DRIVE, QUEENSBURY Report date: 03/22/17
Data filename: Page 10 of10
2015 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 21.00
Below-Grade Wall 13.00
Floor 30.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Glass&Door Rating U-Factor SHGC
Window 0.25
Door 0.30
Heating&Cooling Equipment Efficiency
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
II Af"NOTES
I I I Lands Now or Formerly of 1, Boundaryinformation shown hereon perMap Reference 1.
Lawrence E. Bill & Debora L. Bill 2. North onentationandbearmgbaseperMapReference I
II I Book 1075 Page 7 3. Wallen County taxparcel2991 T-6.
,295.1-1-7
I I 4. the location of underground improvements or encroachments,ifany exist,oras shown hereon,are not
certified. There maybe other underground utilities,the existence of which are unknown. Size and location of
all underground utilities must be verified by the appropriate authorities The Underground Facilities
5891200'E Protective Organization must be notified prior to conducting test borings,excavation and construction.
---- '–
164.545. This survey was prepared without the benefit ofan up to date abstract of title.
r 101Setback — —— — 6. Reproduction or copying of this documentmay be a violation ofcopyrightlaw unless permission of the
44.3' authorand/orcopyrightholderisobtained.
I 7. A copy of this document without a proper application of the surveyors embossed seal should be assumed to
be an unauthorized copy.
�
AREA 31,189f sg,ft,
I (corrected) s, ' 8. Setbacks shown perMap Reference 1.
I Proposed
I I ProposeProposed Residence
Driveway
Septic Tank
I I ZT 6 ' 37.0' � � MMOPMENT
I
Proposed SEPTI Pporch a � I HAVE SEEN OR OBSERVED ALLOBJECTS
Lands Now or Formerly of Pro osed °� � ~ SUCHAS SES, WELLS, TREES, FENCES, ETC
P SHO ON T IS DOCUMENT.I HAVE PERSONALLY
Thomas D. Chase Leach FieldBook 696 Poge 777 RY MEAS RE E DISTANCE SET FORTH ON T D M' ENT
,295.1-1-5 I
SIGNATURE DATE
I II Length of these lines adjusted
to yield a proper closure while DEEDREFERENM
I maintaiaingspecified curve
I geometryperMap Reference Z 1. Conveyance to Roger W.Farr by deed dated june27,2013,filed in the Waren County Clerks Office on
I I July l7,2013 in Book 4808 ofDeeds atpage 110.
30'Setback— — —
I MAPREFERENCE,-
20'Wide Drainage Easement r 1
(per Map Reference 1) 20.00' 1 Map entitled'Map ofStonecrofta Subdivision made for Kenneth E.Mahosla prepared by Van Dusen,and
Steves,dated March 25,1983,filed in the Waren County Clerks Office on August22,1983 as map number
SV'36'30"W A-76. J
121.03' /
(corrected) i
5 f
L-3428 295.10-1-6 RC 123-2017
R=25 00
Ch48�1930"W,31.66 Chris Patten
_ — — — — WESTMOUNTAINROAD 2 Hillside Drive (Stonecroft, Sec. 1)
SFD w/ aft. garage = -
"'`°M ME REVISKM REMM/DE5CRFnmDRAHERm ne DOMMW�^�'�e
rn� Map of Proposed PlotPlan
MOLMEN OF s � Lands to 1e Conveyed to
SUM EMXMM 0 20+7 Patten Property Development, LLC
0-M L.W S...,`,o,PLLC
APPROVE6.IGND TOWWOFQUEENSBURY WARRE7VC0UN7`Y,NEWY0RK
DRAF7ZV..•REB M
Darrah Land Surveying PLLC 17020-1
PROD NO. 17020 3764North Shore Road,Hadley,New York 12835
Phone
1•r BOUNM n�MAPS wnH�SURVEMrS°M0� . 518 1691
s11EE7 IOFZ
gx ME GDA"TME un cawRior COPEa OF THE 9UNVEMn SCALE:1WO' ( J
79B
oww+u wows MM OPRMC
DATE:03/20/2017 PROJNQ 17020
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road—Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit NoAX -.123L.20 1I...Ce t- N o 44931 Cut-in Card No.....................................
Owner..........e.Z.....1....04.-. EV....... ............................................................
.....................
...................t.,./...................................2..........I............................... ................ ....................
Installation Consisting of 2 .(.... Z. :✓f?�f..GI. ..[a9 �T :.................._
....,e ..........................................................................................................
....................................................................................................................................................................................
InstalledBy............S. .6..................................................Lic.No...................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspector's of this Company shall have the privilege of making i ections at any time, and if its
rules are violated,the Company shall have the right to rev this ce i ate.
Date..... .... .. .. .......... INSPECTOR........................ . .... ..........................
Member N.F.P.A.,I.A.E.1.
I I MAPNOTES
II I Lands Now or Formerly of L Boundaryinformadonshown hereonperMapRe&rencel.Improvementsshownheronperfielddata
I Lawrence E. Fill & Debora L. Bill captured on Aprd 0.3,2017
II Book 1075 Page 6 I 2. North onentation and bearing base perMap Reference L
II 295.10-1-7 I 3. Waren County tax parce1295.10-1-6.
4. The location of underground improvements or encroachments,if any exist,oras shown hereon,are not
certified. There maybe other underground utilities,the existence of which are unknown. Size and location of
5890121001Eall underground utilities must be verified by the appropriate authorities The Underground Facilities
164.54' bndaz8rouna I'rotectiveOro
a
f— - -- ---- lvzationmustbenokfiedpnortoconductingtestbonngs,excavationandconstruction
----- - Utilities
I I -7 5. This survey wasprepared without the benefit ofan up to date abstract of title.
I 611 6. Reproduction or copying of this documentmay be a violation of copylightlaw unless permission of the
I author and/orcopynghtholder is obtained.
I Septic I
I Area per ' 7. A copy of this document without proper application of the surveyor's embossed seal should be assumed to
I I Contractor ' be an unauthorized copy.
0
8. Setbacks shown perMap Reference 1.
o �
o�l L DEEDREFERENCE
Fv I oodFrame Qa°elDwre 1. Conveyance to Patten Property Development,LLCbydeed dated March 17,2017,fVedin the Waren
0
Lands Now or Formerly of N N I Residence _ t,, County Clerks Office on March 23,2017m Book 5527of Deeds atpage 314.
I Thomas D. Chase � I I �— �I J � M pd l� MAPREFERENCE
Book 696 Poge 777 I r— Covered q
Conc.Porch L Map entitled'Map ofStonecrofta Subdivision made forKenneth E.Mahoski;