2004-356 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building & Codes (518) 761-8256
CERLv .LPIr IFICATE -OF OCCUPANCY
q Permit:Number:-'--=,�--P20040356 Date Issued:-.: Friday, December 03, 2004
This is to.certify thatwo`rk re quested to-be done as shown`b__Permit Number
.. _y..,a _:' P20040356
has been completed.
_ Tax Map Number: 523400-315-010-0001-014-000-0000
Location: 16 QUINCY Ln _
Owner: - MICHAELS GROUP"LLC THE
Applicant: NIICHAELS GROUP LLC THE
This structure may be occupied as a:
By Order of Town Board
Fireplace _ TOWN OF QUEENSBURY
Garage - 3 Cars Attached
Single Family Dwelling f )
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040356 Application Number: A20040356
Tax Map No: 523400-315-010-0001-014-000-0000
Permission is hereby granted to: 1VTTC14AF,T,S C'TR01TP 1J.C; THF,
For property located at: 16 QUINCY Ln
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. Type of Construction Value
Owner Address: MICHAELS GROUP LLC THE
10 BLACKSMITH Dr Fireplace
MALT NY 12020-0000 Garage-3 Cars Attached
Single Family Dwelling $259,900.00
Total Value $259,900.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2004-356
2840 SQ FT SINGLE FAMILY DWELLING
$402.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, June 03, 2005
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town W ens y y, June 03, 2004
SIGNED BY for the Town of Queensbury.
Director of Building& ode Enforcement
Building Permit Application
Town of Queensbury-Dept of Community Development, 742 Bay Road, Queensbury, NY
(518)761-8256
A permit must be obtained before beginning construction. .Permit Tile No.
No insliection will be made until applicant Iles received a Fee Paid $
valid building pernhil. All applicanls' spaces on this Rec. Fee P.,lid
application must be completed and must appeal'on the Reviewed By:
application form. ti
Applicant:�{-�� 1 , , �e1" \ Owner: ��m�.. _r ; 04
Address: ` -- \t�n '�C ., Address: (/�y
Phone# (51�,) 1g -�_(L Phone tJ (_)
Property Location: Lot Number: JT / House Number I lv / C"�v�+�C_Y �P►�
Subdivision Name: '��Zrg Tax Map Number:
New Building: residence /conuricrcial Estimated Market Value of Construction: $ � 3j,��
❑ Addition: residence/ comnlcrcial If an'Addition, what will use of new addition be?
❑ Alteration: residence/ commercial
No change to exterior size: residence/conl'l
❑ Other work(describe )
Check Occupancylnformation 1'" Floor 2"' Floor Other Iloor TON1
ilefohv sq. fl. sq. ri. sq. fl. Square Fccl
Single family dwelling _ i�
❑ Two Family dwelling
❑ 'Townhouse
❑ Multifamily dwelling 7
_
#of units
❑ Ofrcc
❑ Mercantito
❑ Manufacturing
❑ 1 car detached garage
❑ 2 car delached garage
❑ 3 car detached garage
❑ l car attached garage
❑ 2 car attached garage
>( 3 cat•attached garage
❑ Sloragc building-
Commercial
❑ Storage building-
residential
❑ Other
Will any second-hand or ungraded lumber be used? If so, for what? Rill °
Type of Heating System: electric/ oil / gas wood / forced hot air/ baseboard/other:
Number of Fireplaces to be installed PT)E Number of! godstoves to be installed N
Far i4y
List below the person(s)responsible for Supervision of work as regards to building Codes:
Nan e Address Phone Number
_ cam -_tom
Plumber— —
Mason J D 5DUCHERL 50X 2(oe CiP_jN'Wv1L_L_'E b3Z - 91 Sa
Electrician AI_ZEF_� °74a, FpiZ-f HvN-1- 3(p j - Z t 4
Declaration: please sign below ancr you have carefully read the slalenicnL•
To the best of my knowledge the stalenlcllts contained in this application, together with the plans and specifications
submitted,are a true and complete statement of all proposed work to be clone on the describecl premises and that all
provisions of the Building Code, the Zoning Ordinance and all Otlef lalvs pCflailll)lg fo the proposed work shall he complied
With, whelhel'specified or noted, And that stick\vork is atithoi'iml b)'the owner. Further, it is understood that i/lve shall
submit, prior to it Certificate of Occupancy or CCI'tinCate of Compliance being issued,as requested by the Zoning
Adminish•alor or Director of Bu' g and C:ocles,an its Built Sumer by a licensed surveyor; drawn to scale,showing actual
location ol'all new con -tic '
Signature:_ --- owner,owncl-'s agent, architect,conlraclor
Town of Queensbury Fire Marshal
742 Bay Road
Queensbury,NY 12804
761-8205/761-8206
fax 7454437
Factory Gas Fireplace/Stove Inspection report
Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and
specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's
2 instructions or specifications is allowed.
3& �Tlme
Permit# d Lk Schedule Inspection LJ`� —V ��� am pan anytime Inspector
Name Ad.dress �``� hough In Final
Appliance Manufacturer Model#
Direct Vent Factory Built Chimney Flue Size Double Wall Triple Fall Insulated
Yes No N/A comments
Floor Protection
Clearances to Combustibles (all sides)
Firestop(s) vertical Chase
Wall Penetration
Vent Clearances to Combustibles
Vent/Chimney Termination
Chimney height must be 3 feet above roof
penetration;2 feet above any combustible
construction within 10 feet
Gas Shut-Off Valve
Combustion Air
Hearth Extension (i any)
Mantel
V
Height above f/p opening
'witness Operation
Tank Placement (if LP)
White—BuiidingDept. __ Yellow Girt er Pink—Fire Marshal
Fire Marshal's Office 'town of Queensbury,742 Bay Road,Queensbury,NY
(518)761-8205
Application for Fuel Burning Appliances & Chimneys
applicable to solid fuel & vented gas .appliances U L1`JS
N "
Date 200 Permit No.
` ,�
Application is hereby made to the Building& Codes Office for the issuance of a Building ct�icr. se
Permit pursuant to the New York State Fire Prevention and Building Code. The applicanllll�v�xkr �4
agrees to comply with all applicable laws, ordinances, regulations, and all conditions thctl�c�L! r�t U
these requirements and also will allow all inspectors to enter premises to perform required inspe�t�io�is�:J Y
NOTE to applicant: Rough-in and Final Inspections are required.
Applicant Information )Fuel Burning Appliance Information
(circle appropriate words)
Name: +�l�C�f]'Z Q��S ( _ _ Stove: wood coal pellet gas
`�-;
Fireplace insert
Address: 1(`� & -��PA,LLL
Fireplace, factory-built: wood as
Fireplace, masonry: wood gas
Furnace: wood gas oil
Phone: `�°a_("Val l
If non-masonary applicance,please provide
,�t�b Owner: � e�E
Manufacturer Name: •��
Address: .Model Number:
Chimney Information
Phone: (circle appropriate words)
Masonry block brick stone
G tY Flue the steel size: inches
Exact Address:
of construction or nstallation Factory-Built
Manufacturer name:
Model Number:
Note: Listed By: Number:
Construction/Installation must
con ortn to NYSFire Prevention &Building Indicate(circle) chimney material:
Code. Consult available Town of Queensbuty
handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting
Chimney Liner
Ca,,erhu[er'�r Dep�a-t�e�t--To�rrn o�Queen,ebux�, 1V'e�-�"or.�:
i
Fire Marshal Code# S Collected $Refunded Received from (refunded to):_ �-�G' _.....
���� address: _ _---
1 /73 3389 (190) Public fity L
A 233 2GG5 (230)Minor les
DAT C: �
�r�cvLo- Twst, ti��L oz � �
White(Appl(cant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink&Goldenrod(Cashier's Dept.)
Check Residential Plan Review: One�&Two Family Dwellings r
YIN/N/A
(2)Full sets of plans
Over 1,500 sq. ft.—Stamped
Design Loads On Plans: 90 Wind Floor Loads 40 psf
70 Ground Snow Load Sleeping Areas and Attics 30 psf
Calculations:
Window Schedule With Glass Size
Door Schedule/Main Entrance 36"Door
Emergency Escape Or Bedrooms and Habitable Space
Above/Below grade,5.7 sq.ft.
Grade,5.0 sq.ft.
24"(h)x 20"(w)min.
44"Max.Height above floor
Residential Check Paperwork Compliance and Inspectors Checklist: OK
Dampproofing/Waterproofing Materials On Plans
Foundation Drainage On Plans,if required
6"Drop in 10'Exterior Grade
Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where
Required
Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls
Platforms At Exterior Doors
Stairway Headroom 6' 8'All Stairs 36"Width
Stair Run and Rise
Winder Run and Rise
�-
Spiral Not Allowed From 2 Story
Smoke Detectors Battery Backup and Proper Location
Bathroom Fixtures Proper Clearance
Hall Width,36"min.
Handrails More Than One Riser On Open Sides
Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht.
Safety Glazing Notes For Required Areas
V Garage Fire Separation
Garage Floor Sloped
Attic Access
Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access
Carbon Monoxide Detector Lowest Sleeping Level
Soil Test Results, if required
Septic To Well Or Water Line Separation
All Paperwork Signed
Application for Permit=Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury,NY 12804 (5M8) 76178256
1. OWNER INFORMATION: ....................I.....................
r•
Office Use
Location of installation: I CD (!�k3\'nGy► Ialps
File PermitE9. 0 d L�
Tax Map No.
tt � -- � ('�� Fee Paid
G Owner's Name: . \ nZAIs `C�3'l1CauA7 v.12 ,c�,...�....;
:.....................ro. �r .. �UQ4...................,............,,.,...........
Address: WN
RUII Ufj,l�.LIEENCURY
ODE
2. INSTALLER'S NAME : T gJ.4. MZ.bin GG��' �1�f14 PHONE NO.
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of
bedrooms with applicable gallons per bedroom to equal total daily flow)
Year of House: No. of Bedrooms x Coinputation = Total Daily Flow
1980 or older x 150 gal/bdrm =
1980—1991 x 130 gal/bdrm =
1991—present ! _ x 110 gal/bdrm. = a!!�ta _
Garbage Grinder Installed yes_ / no
Spa or Hot Tub Installed yes_ / no X
4: PARCEL INFORMATION: (circle applicable information&indicate measurements)
ToRography Soil Nature Ground Water Bedrock or Im ervious Material . Domestic Water So ply
Fla em
at w at depth at wh depth munica a
Rolling feet .feet well
Steep slope clay if well; water supply
�%slope other from any septic-system
depth: absorption is ft,
other
Percolation Test: (To be completed by licensed professional engineer or architect)
Rate: minute per inch
5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed
professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size
of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub.
Septic Tank: l Z LD gallon (min. size 1,000 gal)
Tile Field: each trench 15b ft. Total System Length: Z,00 ft.
Seepage Pit(s): number of U14 size of each: ft. by ft.
Size of Stone to be used: W / depth or thickness feet
Bed System Size: / x
Alternative System: �!/�_ length and/or size
6. HOLDING TANK SYSTEM: (if required)
Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspection agency.
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read)
For your protection,please note that pursuant to Section 136-29 of the Code of the Town
of Queensbury, any permit or approval granted which is based upon or is granted in
reliance upon any material misrepresentation 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 with respect to this application and agree to abide by these and all
requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
6
re of responsible person Da e
sl��Ku
' :'l'ativit t�f ��tiat�ri�tnu•�► •
Sc;..vor:{ :inn SCW;%).0 i)i:tj osml (1:it)l(•i-
it1.L�(;)lltlhll�If�('I';�` ' '-'
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Y'IEIt. IN �/�►Tt*'{t• �:�^ f1 lt'►wt .
1' '/ Tr..11•w•�7 ram*
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7, SIQAtATURE SG Il�IF®RMA'IZS�I'S R1 Yt)1�491 ss. - >r vi�_�►,v�r��......v,
Septic Inspection Report
Office No. (518) 761-8256 Date Inspectionrred:
Queensbury Building&Code Enforcement Arrive: art: am/pm742 Bay Rd., Queensbury,NY 1,2804 Inspector's InitiNAME: =1 h C�>V y LOCATION: `jnLS ���� Z— -
RECHECK: sb En u��Z CAP= CAULE-
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y/N/Partial
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
System Use Sta s:
Approved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
LASueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003
Queensbury Building & Code Enforcement - Residential Final Inspection
2_�S�
Office No. (518)761-8256 Arrive: a p rt: am/pm
Date Inspection request received: Inspector's Initials:
NAME: PERMIT#:
LOCATION: DATE:
TYPE OF STRUCT R
_ Comments
Y N N/A
Chimne y'Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof mitiimutn 6"
Roof Complete/Exterior Finish Complete
Guard 30 in.or more @ stairs,decks,patios
Guard at stairwell at 34 in. or more
Guard at deck,porches 36 in. or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum %"
Gypsum
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft. or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery backup:
Carbon Monoxide Detector
Bathroom Fans, if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grRde
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 s , ft,150 sq. ft.vents
BuildingNo./Address visi le om oad
Final Electrical
Site Plan /Variance re wire
Final SurveyPlot Plan
As Built Septic System/Sewer a t.Ins ection Sticker
Flood Plain Certification, if required
Oka to issue C/C or C/O Temporary/Permanent
L:\PamW\Building&CodesUnspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04
NACE
ENGINEERING, P.C.
169 Haviland Road, Queensbury,NY 12804
Phone-518-745-4400 Fax -518-792-8511 RECEIVED
G-1,- 0 6 20C4
TOWN OF%EENj
BUR3Y 2004
pLANN
o #46176
New York State Dept. of Health
77 Mohican Street
Glens Falls,NY 12801 �
RE: Quincy Lane Subdivision- Queensbury(T)
16 Quincy Lane (Lot# 14) Septic System
Dear Sir/Ma'am:
This letter is to inform you that we inspected the completed septic system for the house at 16
Quincy Lane (Lot#14) in the Quincy Lane Subdivision on November 24, 2004.
The septic system as installed was for a four bedroom house and consisted of a 1,250 gallon
septic tank and 200 lineal feet of absorption trench constructed with stone and perforated pipe.
The system conforms to the requirements of the approved subdivision design drawings.
Please call me if you have any questions or concerns.
Sincerely,
Thomas R. Center Jr., PE
cc: LDave_Hatin,-To_wn-of Queensbury _
Eric Wilson, The Michaels Group
Septic Inspection Report
Office No. (518)761-8256 Date Inspection request received: ✓
Queensbury Building&Code Enforcement Arrive: am/prl �L part: am/pm
742 Bay Rd.,Queensbu y,NY 12804 Inspector's Initials:
NAME: PERMIT NO.:
LOCATION: (.�{ Q tsy6.0 C.. INSPECT ON: / C�
RECHECK:
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y/NI Partial
Location/Separations
Foundation to tank t.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y_N �� �fL L ��✓
Location of System on Property:
Front Rear Left Side Right Side
Middle Fr fit Middle Rear
System Use Stat s:
Approved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
L:\,SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection re 1t(est 'cc ived:
Queensbury Building&Code Enforcement Arrive: a i/prrk part: ,i �� arn/pin
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials.
- 3 NAME: C J P �T NO.: r X-0— -�
LOCATION: SPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand oam-/Cla
Type of WAM<Yunicjp Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches
Size of Stone ��
Seepage Pits: Number
Size:
Stone Size:
Piping Size Type
Building to tank " 'VAU-
Tank to Distribution Box
Distribution Box to' i ld/Pit
Opening Sealed: Y'eN1Partial
Location/Separations
Foundation to tank
Foundation to absorption ft. ry
Se aration of Pits ft
Conforms as per Plot Plan Y N
Location of System on Property:
Rear e Front ft Sid Right Side
Middle Front Middle Rear
System Use Status:
pproved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
NZ Disapproved
L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003
Final Survey Inspection
Dept. of Community Development
Town of Queensbury
742 Bay Road
Queensbury,NY 12804
Date received: I /V-/0
NAME:, 1(,Q
LOCATION:
PERMIT q
Final Survey P1Qt Plan
AiDiDroved Denied
The attached final
survey has been
received by the
Dept. of
Community
.Development.
Upon review the
survey has been:
0
Craig brdvlM, Zoning Administrator
Notes:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey
Zoning Administrator.doc
MAP REFERENCE:
QUINCY LANE SUBDIV15ION
THE MIGHALE5 GROUP 1lA�NI
BY, VAN DU5EN 5TEVE5
DATED, APRIL 15. 2003
LAST REVI5EDL JUNE 10. 2003
LOT 13
S16026'30NW
254.81 '
W
LOT 14
4, 1.02 acres
44,598 sq.ft. 3
co N
400 O p O
O M�
C\ltp M
0 1� U -Cl)
,� F: o
r� 0zk;U
�V LA 0
CI 0 2
�-1 N 31
H
5.4
Ui
UTILITIES 251.99'
N16026'3ODE
I HEREBY CERTIFY THAT THIS MAP WAS PREPARED
FROM AN ACTUAL FIELD SURVEY.
THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS
FOR WHOM THE SURVEY WAS PREPARED. AND ON THEIR
BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY
LOT 15 AND LENDING INSTITUTION LISTED HEREON.
CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL
INSTITUTIONS OR SUBSEQUENT OWNERS.
CERTIFIED TOE RIGtiARD C. SMITH. JR.
. . . ERN E. SMITH
CHARTER ONE BANK. NA.. NQ
IT'S SUCCESSORS AND/OR ASSIGNS V 0 2 104
CHICAGO TITLE INSURANCE COMPANY
d
,. CERTIFIED BYs---------------------------
''� MATTHEW C. STEVE$. LL5 NYS 50135
• DATED, NOVEMBER 1. 2004
i2
Dates NOVEMBEP 1, 2004
D u S 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY Map of a .Survey made for SCQIe 1'=30'
MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A
v VIOLATION OF SECTION 7209,SUB—DIVISION 2,OF THE
NEW YORN STATE EDUCATION LAW.'
S t e v e s ONLY COPIES FROM THE OFJRED TO BE VALID KVEY
TRUE Richard C . Smith, Jr.
MAWO WNH AN 0R)&NAL OF THE kAND 5DRVEYOR5 1
SEAL SHALL BE CONSIDERED To BE VALID TRUE COPIES." 1
'CERTIFICATIONS INDICATED HEREON SICtOFY THAT
THIS SURVEY WAS PREPARED VI ACCORDANCE%NTH THE
E)OSMLand Survey ors LAND G CODES,PRACTICE FOR LAND SHALL RUN ADOPTED & Erin E . Smith 1
BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL
LAND SURVEYORS,SAID CERTIFICATIONS SMALL RlR1 ONLY
TO THE PERSON FOR WHoM THE SURVEY IS PREPARED,AND
ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL
y New York 12804 AGENCY AND LENDING INSTITUITION LISTED HEREON.MCI SMITH
169 Haviland Road Queensbur , TOTHEA55IGNFL40F THE LENDING IN5TITIJTIOH
(518) 792-8474 New York Lie. No. 50135 Town of Queensbury, Warren County, New York
N0, DATE DESCRIPTION DWG. NO. 02333-14
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: — t
Queensbury Building& Code Enforcement Arrive: am/ �ii pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: •.11 Jy�
1
NAME: PERMIT #:
LOCATION: I U INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3,R4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm.
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
1 1/Z inch min.Drain Size
Washing Machine Drain 2 inch min.
Head or Air Supply Test
Drain and Vents
5 PSI or 10 feet above highest
connection for 15 minutes
Clea4out every 100 feet/change of direction
W er Supply Piping
Cooper Commercial
Cooper, CPVC,Pex One and Two-Family
Insulation/Residential Check/ Commercial Check
Proper Vent,Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape
COMMENTS:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p epart: pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: PERMIT#: = - 5&
LOCATION: INSPECT ON: 0 I 0 0-6-00
TYPE OF STRUCTURE: S FD
r�, Y N IN COMMENTS
f Framing n
Jack Studs/ Headers !• /31WIAZ
Bracing/Bridging «//,`
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12" O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2 (w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2,_3, 4 hour /)L
pp g C� /s�lJ�75C� t>
= -F'iresto in
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation.
House side %2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
45.0 sf grade
4 --- &ro
L:\SucHemingway\Building.Codes.Inspection.FORMS\Fratning Firestopping Inspection Report.doc January 28,2003
.144A- JL�si I +")'NVP,Al'-e
'If
s bough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: !0 13 D
Queensbury Building& Code Enforcement Arrive: am/p D part: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT #: DO -356
LOCATION: INSPECT ON: Ia 14 0 X-la 1-00
TYPE OF STRUCT s FM
Y N N/A
PVC: R-1,R-2, R-3,R-4 Drain/Vents
Cast Iron, Copper Drain/Vent/ Comm.
Pluagbin Vent/Vents in Place
rjt6ujh Plumbing/Nail Plates
I % inch min. Drain Size
Washing Machine Drain 2 inch nun.
ead:'or'Air Supply Test
Drain and Vents
5 PSI or 10 feet above highest
connection for 15 minutes
Cleanout every 100 feet/change of direction
eyater Supply Piping
Cooper Commercial
Cooper, CPVC,Pex One and Two-Family
Insulation/Residential Check/ Commercial Check
Proper Vent,Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape
COMMENTS:
LASueHemingway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November 17,2003
Framing / Firestoppi=ng Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/ in Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: C,—
NAME: PERMIT
LOCATION: N T I� INSPECT ON: _ J(
TYPE OF STRUCTU ` \
Y N N/A COMMENTS
Framing
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2(w) 16 gauge(8) 16D nails each side U
Draft stopping 1,000 sq. ft. floor trusses
o � b �
Anchor Kolts 6 ft. or less on center
\ Ic and snow shield 24 inches from wall
}' Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side % inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LASueHemingway\BpiIdin-.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pn Depart:Tw
am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#: -3
LOCATION: �E u��� ^� INSPECT ON: D
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 `/2(w) 16 gauge (8) 16D nails each side
Draft stopping"1,000 sq. ft. floor trusses
,Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side %2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
3-/ 0
Foundation Inspection Report ;
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: any/ Depart: —am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: PEIZA41T#: � r
C�
LOCATION: INSPECT ON: S�
TYPE OF STRUC RE:
Comments
Footings _
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site. _
Foundation/Wallpour
Reinforcement in Place
Foundation Da ofing
Z4A` W." —_
undation/Waterproofing
Type of Dampproofrng/Waterproofing
Footing Drain Daylight or Sump A
Footing Drain Stone: ^
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Back—fill-Approval,
"'Thumbing Under SIab
PVC/Cast/Copper-
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASueH]cmingway\Building.Codes.Inspection.FORMSV'oundation Inspection Report.doe .January 28.2003
Foundation Inspection Report r:
Office No. (518) 761-8256 Date Inspection requ t received;
Queensbury Building&.Code Enforcement Arrive: an-03 n Depart: anVpm
742 Bay Rd., Queensbury,:NY 12804 Inspector's Initials:
NAME: PERMIT#: _
LOCATION: 1 _9 INSPECT ON: — _
I
TYPE OF STRUCTURE:
Comments
_ --- -- Y N N/A
Footings —
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48.hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
, dation--/-Waterproofing
Type of Dam p}iroofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12inch width
6 inches above .footing
6 mil poly for wet areas under slab
�. B k,i_I1�Approval
Plumbing Uiider Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior O I
R-
Rough Grade 6 inch drop within 10 ft.
LASueT-Icmingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queersbury Building&Code Enforcement Arrive: anr/1 � Depart: pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:%OLD
NAME: G `-'Y-� ---- PERMIT#: � 35-0
LOCATION: _ ( �' y �aJ�,�/ _ INSPECT ON: _
TYPE OF STRUCTURE:
Comments
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete. - —
aterials for this purpose on site,
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under SIab
PVC/Cast/Cropper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASuencmingway\Building.Codes.Inspcetion.FORMS\Foundation Inspection Report.doe .January 28.2003
s
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection reque_ t received:
Queensbury Building&Code Enforcement Arrive: anvp Depa �hi/prmr
742 Bay Rd., Queensbury, .NY 12804 Inspectors Initials:
NAME: _ _ ?�,� ✓C� ---� -- PERMIT#: Q�/— 35
LOCATION: _ l.�.t V �!�u L _ INSPECT ON: 17167
TYPE OF STRUCTURE:
Comments
_ Y N N/A
Footings
Piers
Monolithic Stab
Reinforcement in Place i
The contractor is responsible jin
providing protection from fre
for 48 hours following the placement
of the concrete,
Materials for this purpose on site,T
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above .footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under SIab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R- _
Rough Grade 6 inch drop within 10 ft.
LASucHcmingway\BuiIding.Codes.Inspecti on.FORM S\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-82.56 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: anvp Depart: ' rn/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: .
NAME: _I/� � �R,(J PERMIT#: vt�_
LOCATION: _� ���C,�; C.�/ _ INSPECT ON: �
TYPE OF STRUCTURE:
Comments
Footings
Piers
Monolithic Slab f'
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this pu_pr ose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Danipproofing
Foundation/Waterproofing
Type of Dampproofing i Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under SIab
PVC/Cast/Cropper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASucHemingway\BuiIding.Codes.Inspection.FORM S\Foundation Inspection Report.doc .January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: _
Queensbury Building&Code Enforcement Arrive: amJ/ Depart: :�'!�am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: '\ PERMIT#: 0
LOCATION: _ I�TSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N '/A
tings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this pu_pr ose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6-inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SucHcmingway\Building.Codes.Inspcetion.FORMSll'oundation Inspection Report.doc January 28,2003
ghecked
IL REScheck Compliance Certificate
New York State Energy Conservation Construction Cod '
REScheckSoftware Version 3.5 Release lc
Data filename:F:\SHARE\Design\Energy Calc\Quincy Lane\16 Quincy.rck
� 2.OQ4
TITLE: QL545 Taylor O ® G�W--e $(�+(1
�a�l��pDF Y
COUNTY:Warren
STATE:New York
HDD:7635
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE:05/17/04
DATE OF PLANS:May 17,2004
PROJECT INFORMATION:
16 Quincy Lane
Queensbury,NY7 _
COMPANY INFORMATION: w✓ G � a `
The Michaels Group ',,'��.4,•�r�, �.
10 Blacksmith Dr. `�; r§1� "` 'j «.
Malta,NY 12020 "'`•` w:Flv � `"�f
NOTES: ., .� ,.,., ,�..,y_,, , .
Pella Proline Windows
COMPLIANCE:Passes
Maximum UA=549
Your Home UA=467
14.9%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Raised or Energy Truss 1546 0.0 30.0 48
1st Floor Walls:Wood Frame, 16"o.c. 1650 19.0 0.0 85
lx Study(BC):Wood Frame,Double Pane with Low-E 31 0.340 11
lx Dining(AD):Wood Frame,Double Pane with Low-E 28 0.340 10
2x Family(BB):Wood Frame,Double Pane with Low-E 32 0.340 11
lx Family(AV):Wood Frame,Double Pane with Low-E 23 0.340 8
Ix Brkfst(DM):Wood Frame,Double Pane with Low-E 35 0.340 12
lx Living(BC):Wood Frame,Double Pane with Low-E 31 0.340 11
Foyer#1:Solid 21 0.350 7
Lndry#20:Solid 19 0.240 5
Brkfst#19:Glass 19 0.350 7
2nd Floor Walls:Wood Frame, 16"o.c. 1698 19.0 0.0 89
3x Mbr(BB):Wood Frame,Double Pane with Low-E 48 0.340 16
T S
lx Mbath(AT):Wood Frame,Double Pane with Low-E 14 0.340 5
1x Mbath(N):Wood Frame,Double Pane with Low-E 7 0.340 2
L 1x Bonus(BE):Wood Frame,Double Pane with Low-E 30 0.340 10
lx Bed#2(BC):Wood Frame,Double Pane with Low-E 31 0.340 11
lx Foyer(AE):Wood Frame,Double Pane with Low-E 14 0.340 5
Ix Bed#3(BC):Wood Frame,Double Pane with Low-E 31 0.340 11
lx Retreat(AZ):Wood Frame,Double Pane with Low-E 18 0.340 6
3x Bonus(Z):Wood Frame,Double Pane with Low-E 15 0.340 5
Basement Wall:Solid Concrete or Masonry 1240 0.0 11.0 80
Wall height:7.6'
Depth below grade: 6.6'
Insulation depth:6.0'
Bsmnt Windows:Wood Frame,Double Pane with Low-E 5 0.560 3
Floor over Garage:
All-Wood Joist/Truss:Over Unconditioned Space 275 30.0 0.0 9
Furnace 1:Forced Hot Air,82 AFUE
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and
signed this page,they are at ting that to the best of his/her knowledge,belief,and professional judgment,such plans or
specifications are in compli ce with is ode.
of
Builder/Designer Date r) 1-7 1 04-
r
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release lc
DATE:05/17/04
TITLE: QL545 Taylor
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1:Raised or Energy Truss,R-30.0 continuous insulation
Comments:
Insulation must achieve full height over the plate lines of exterior walls.
Above-Grade Walls:
[ ] 1. 1st Floor Walls:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
[ ] 2. 2nd Floor Walls:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
Basement Walls:
[ ] 1. Basement Wall:Solid Concrete or Masonry,7.6' ht/6.6'bg/6.0' insul,
R-11.0 continuous insulation
Comments:
Exterior insulation must have a rigid,opaque,weather-resistant protective covering that
covers the exposed(above-grade)insulation and extends at least 6 in.below grade.
Windows:
[ ] 1. Ix Study(BC):Wood Frame,Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes [ ]No
Comments:
[ ] 2. lx Dining(AD):Wood Frame,Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes [ ]No
Comments:
[ ] 3. 2x Family(BB):Wood Frame,Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
[ ] 4. lx Family(AV):Wood Frame,Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes [ ]No
Comments:
[ ] 5. Ix Brkfst(DM):Wood Frame,Double Pane with Low-E,U-factor: 0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
[ ] 6. lx Living(BC):Wood Frame,Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
[ ] 7. 3x Mbr(BB):Wood Frame,Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
[ ] 8. lx Mbath(AT):Wood Frame,Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes [ ]No
Comments:
` [ ] 9. lx Mbath(N):Wood Frame,Double Pane with Low-E,U-factor: 0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes [ ]No
Comments:
[ ] 10. lx Bonus(BE):Wood Frame,Double Pane with Low-E,U-factor: 0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes [ ]No
Comments:
[ ] 11. lx Bed#2(BC):Wood Frame,Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes [ ]No
Comments:
[ ] 12. lx Foyer(AE):Wood Frame,Double Pane with Low-E,U-factor: 0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes [ ]No
Comments:
[ ] 13. lx Bed#3(BC):Wood Frame,Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes [ ]No
Comments:
[ ] 14. lx Retreat(AZ):Wood Frame,Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes[ ]No
Comments:
[ ] 15. 3x Bonus(Z):Wood Frame,Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
[ ] 16. Bsmnt Windows:Wood Frame,Double Pane with Low-E,U-factor: 0.560
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes [ ]No
Comments:
Doors:
[ ] 1. Foyer#1:Solid,U-factor: 0.350
Comments:
[ ] 2. Lndry#20: Solid,U-factor:0.240
Comments:
[ ] 3. Brkfst#19:Glass,U-factor:0.350
Comments:
Floors:
[ ] 1. Floor over Garage:All-Wood Joist/Truss:Over Unconditioned Space,
R-30.0 cavity insulation
Comments:
Heating and Cooling Equipment:
[ ] 1. Furnace 1:Forced Hot Air,82 AFUE or higher
Make and Model Number
Air Leakage:
[ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
Duct Insulation:
[ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11.
[ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6.
[ ] Supply ducts in unconditioned spaces must be insulated to R-11.
[ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
Duct Construction:
[ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g. (500 Pa).
[ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] Air filters are required in the return air system.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
Electric Systems:
[ ] Separate electric meters are required for each dwelling unit.
Fireplaces:
[ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code of New York State ,the Residential Code of New York State or
the New York City Building Code ,as applicable.
Service Water Heating:
[ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: \
Queensbury Building& Code Enforcement Arrive: I/ PlLp5art: a /pm742 Bay Road, Queensbury,NY 12804 Inspector's Initi
NAME: C1 \\�,c �c� n�!;-,�� r� PERMIT #:
LOCATION: �•r�C�t } INSPECT ON: �� - Ld
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3, R4 Drain/Vents
Cast Iron, Copper Drain/Vent/ Comm, V/
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
1 % inch min. Drain Size
Washing Machine Drain 2 inch nun.
Head or Air Supply Test
Drain and Vents
5 PSI or 10 feet above highest u.5
connection for 15 minutes ��► '
Cleanout every 100 feet/change of direction l l L A
Water Supply Piping
C��o per Commercial
,oO er, CPVC,Pex One and Two-Family
``.'Insulation%Residential Check/Commercial Check
Proper Vent, Attic Vent IV
Duct/Hot Water Piping InsulationLtl�� ���`��
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape
4 ju(Ab
COMMENTS:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repoit.doc November 1.7,2003
MAP REFERENCE:
QUINCY LANE SUBDIVISION
THE MICHALES GROUP wyGl �
BY. VAN DUSEN do STEWS
DATED: APRIL 15. 2003
LAST REVISED: JUNE 10, 2003
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Land Surveyors VMF7M,l" & Erin E. Smith
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TO IM OW FW OW IW WWAX a r"ETAMM Ma 2 12-03-04 SEPTIC SYSTEM AS BUILT
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169 Haviland Road Queensbury, New York 12804 AG""M°`ENNO"8"""TW LIMIER HMI M AM
To7MeAesamtErulMlecMrMMTnunoa• Town of Queensbury, Warren County, New York 1 11-15-04 CHANGE BANK IN CERTS. SMITH
518 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 02333-14
MAP REFERENCE:
QLWGY LAME SUBDMSION 13
THE MI HALES GROUP
BY, VAN DUSEN + STEVE5
DATED APM 15• Z003 S'6'26'30"W
LAST REVISED, JIVE 10. 2003 _
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