2005-957 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CE."Mp"vIFICA-TE---�OF , OCCUPAN�CY
Date Issued: Tuesda Aril 11 2006
r, : Permit Number: P20050957 y, P
-This-is to-certify:that work requested to be-done as-shown b Permit Number--;- -
y.: P2005 57
has been completed. -- -
Tax Map Number: - 523400-296-005-0001-030-000-0000
Location: 21 HIGHPOINTE Dr
Owner: GUIDO PASSARELLI
Applicant: GUIDO PASSARELLI
This structure may be occupied as a:
Garage - 2 Cars Attached By Order of Town Board
Single Family Dwelling TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
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 12804-5902 (518)761-8201
Community Development Building& Codes (518) 761-8256
BUILDING PERMIT
t
Permit Number: P20050957 Application Number: A20050957
Tax Map No: 523400-296-005-0001-030-000-0000
Permission is hereby granted to: CrTTTDO PASSARF,TJ,T
For property located at: 21 HIGHPOINTE 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. Type of Construction Value
Owner Address: GUIDO PAS SARELLI
465 LAKE Ave Garage-2 Cars Attached
LAKE LUZERNE, NY 12846-0000 Single Family Dwelling $270,000.00
Total Value $270,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2005-957 LOT 20 HSE#3 HIGHPOINTE DRIVE
1770 SQ FT SINGLE FAMILY DWELLING
sandyk- 12/29/2005 11:20:43 AM
$265.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: .Thursday, January 11, 2007
(If a longer period is required,an application for an extension most be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.).
Dated at the n Quee s n ay, January 11, 2006
SIGNED BY �� ! for the Town of Queensbury.
Director of Building&Code Enforcement
FCheek Residential Plan Review: one wo aura y Dwellings - - -
/N/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
esidential Check Paperwork Compliance and Inspectors Checklist: OK
ampproofmg/Waterproofing Materials On Plans
oundation Drainage On Plans,if required IY
"Drop in 10'Exterior Grade
I[Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where
Required
IV e and Snow shield 24"Inside Exterior Wall 124"Inside Knee Walls
Platforms At Exterior Doors
irway Headroom 6' 8'All Stairs 36"Width
Stair Run and Rise
Winder Run and Rise f:
• Ar 9 S Not Allowed From 2 Story
Smoke Detectors Battery Backup and Proper Location
i
Bathroom Fixtures Proper Clearance
all Width,36"min.
andrails More Than One Riser On Open Sides
Rdil'mg and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht.
Safety Glazing Notes For Required Areas.
Garage Fire Separation
y Garage Floor Sloped
Attic Access
oof 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 (518) 761-8256
1. OWNER INFORMATION:
C 8 R EC f� NMI"" k� s-
Location of installation: = 7" 20 glaXQ4 l
File
Tax Map No. fo l_ l�_ }
i Fee Paid
Owner's Name: T�,d i/�i �%`, ►��S�i ri �'�G`1 ' I Ub"�JiV lr,- ��vc�,VJDU�i i
kn II P,lnl� It n1 610.CE................•••..••.....
Address: -7 7 Yd�S �, `�t o�, tip --- - -
8 -p
2, INSTALLER'S NAME V1 � /'7� Y 1�4.Sr+L PHONE NO, m eW
d
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. Computation = Total Daily Flow
1980 or older• x 150 gal/bdrm =
1980— 1991 x 130 gaYbdrm =
91 —present x, 110 gal/bdrm =
Garbage Grinder Installed yes_ / no
Spa or Hot Tub Installed yes,_ / no
4. PARCEL INFORMATION: (circle applicable information&indicate measurements)
Topo rg aphy Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply
Flat sand tit what depth , at what depth Cm-unicipa
g oal m feet --feet `mow
Steep slope clay if well; water supply
r%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: /p�gallon (min. size 1,000 gal.)
Tile Field: each trench _ft. Total System Length:
Seepage Pit(s): number of - size of'cach: ft. by ft.
Size of Stone to be used: # - / 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 knows 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.
Signature responsible person Da e
Town of.Queensbury
Sewers and Sewage Disposal Chapter
Appendix C
ABSORPTION FIELD
SEPARATION REQUIREMENTS
•/A �%L1�A.�f1C}M1
Appendix C
ABSORPTION FIELD
SEPARATION REQUIREMENTS
paw ti
WQp't— era
4
Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY
(518)761-8205
Application for Fuel Burning Appliances & Chimneys
- =kapplicable to solid fuel & vented gas appliances
Date , -2 % . , 20
Permit No. `�— �
Application is hereby made to the Building& Codes Office for the issuance of a Building and Use
Permit pursuant to the New York State Fire Prevention and Building Code.,":` The applicant or owner
agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of
these requirements and also will allow all inspectors to enter premises to perform required inspections.
NOTE to applicant: Rough-in and Final Inspections are required.
Applicant Information Fuel Burning Appliance Information
(circle appropriate words)
Name: Aer ,,f Stove: wood coal pellet gas
Fireplace insert
Address: 7 , ,..-�.-,.-� , 1;�., ;,<t Fireplace, factory-built: , wood (gas
i Fireplace; masonry: wood gas
Furnace: wood gas oil
Phone:
If non-masonary applicance, please provide
F
Owner: ''.r Manufacturer Name:
Address: Model Number:
tii f
Chimney Information
Phone: (circle appropriate words)
Masonry block brick stone
Flue tile (steel size.: � " inches
Exact Address: i 1,�,:`,; .„ t- '�, ter • �l
of consiru'ction or installation a Factory-Built
Manufacturer name: /'-t ,.4 �i;
Model Number: '
Note.; Listed By: Number:
Construction IInstallation must
con orrn to NYS Fire Prevention&.Building Indicate(circle) chimney material:
Code. Consult available Town of Queensbug
Handouts regarding required inspections. Double wall ! Triple,a-al1 / Insulated / Direct venting
Cltininev Liner
4CaALW4B- -',®r]7ep -
i
Fire Marshal Code# S Collected S Refunded Receiveel r• in (refunded to :,�"''rr-
A 173 3389 (190) Public Safety _
A 233 2655 (230)Minor Sales _
DATE:_ ZI.,- P!`e ��e ..,, j'
White(Applicant) / Green(Fire Mars)ial) / Yellow(Bldg. Dept.) ,/ Pink&Goldenrod(Cashier's Dept.)
Permit Now '
Building &Codes Office-Department of Community Development—Town of Queensbury Fee Paid f
742 Bay Road,Queensbury, NY 12804 Recreation Fee
Dave Hatin,Director codes@clueensbury,net
Phone; (518) 761-8256 FAX: (518) 745-4437
Principal Structure Building Permit Application
Application & Plans subiect-to review before issuance of a.vall.d permit for construction.
If !L»
instructlons: A permit must be obtained before beginning construction. No inspections will be made until the
applicant has received a valid building permit. All applicants' spaces is pkk ion must be completed and
must appear on the application form,
TOWN OF QUEE:NSBWJy
Applicant/Builder' ?e y Yc� Ownef:,,,UlLOING Ary`SvLL
Address:
Horne Phone: Home Phone: Nl
Email Address: Email Address: Nt
Cell Phone: Cell Phone:
FAX Phone: FAX Phone;
Person responsible for supervision of work with respect to building and codes compliance:
0
Name; M oTT
Address; 'Y skj. Phone 14W-Y9, h_
Jl-
Location of proposed construction: Lot No, Legal Address: ®�5f P
G.
Tax Map Number; a�G,�ti—/— � �( Subdivision Name:
Estimated Cost of Construction: $9 70, 1)oo
Proposed construction is for: esidentiah-Use _Commercial Use
Name of Business;
If proposed construction is an addition, what will use of new addition be?
New Addition Alteration Proposed Construction 1"Floor 2nd floor Other Total Proposed
structure (Occupancy Type) Sq, Ft. sq.ft. Sq.Ft. Square feet Height
Single-Family Dwelling7 7 D
Two-Family Dwellln .
Townhouse i
Multifamily Dwelling
Number of Units:
Office
Mercantile
Manufacturing
Other:
Attached Garage
Type of Heating System: Electric, Oil, Gas, Wood, Forced Hot Air, Baseboard, Other:
Is a fireplace and/or woodstove being installed, please refer to a separate application. —Yes —No
Applications are subject to-Zoning Administrator, Code Compliance, and Structural Plan review.
The Building and Codes Office will allow commencement of your proposed project only after
issuance of your permit.
Declaration: Please sign below after you have carefully read the statement:
To the best of my knowledge, the statements contained in the application, together with the plans and
specifications submitted, are a true and complete statement of all proposed work to be done on the described
premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the
proposed work shall be complied with,whether specified or noted and that such work is authorized.by the owner.
Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance
being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a
licensed surveyor, drawn to scale, showing actual location!of all new construction,
Date: Q -11A�� Applicant/Builder Signature: + ,"
The application of t aced is hereby approved and
permission granted for the 'onstruction, reconstruction or alte atiro bull ing/and or accessory structure as set
forth above,
Date: �Vb)i6fl Authorized Signature;
,L:\Sue Hemingway\Buildng,Per it, ORMS\Principal Structure Permit Application.doc V:12/14/04
1W
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: am/pm Depart: 7�am/pm
Date Inspection request received: Inspector's Initials: __� �
NAME: ` o PERMIT#.
LOCATION: D e o DATE:
TYPE OF STRUCTURE:
Comments
Ye No N/A
Building Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches /— 2
Roof Complete/Exterior Finish Complete J
Platform at all exterior doors
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet '— � -�
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Windo in stairwells safe la iflg
Interior Smoke Det tors:
Every level: Xar :
droo
Outside every bedrooInter Connected: e backup: t/
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s . ft.vents ,
Bathroom Fans.if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler i
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum''/2"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/a hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical ZI
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/® [Temporary/Permanent
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
FILE _COPY
Bldg. Permit File No. c w
Final E
Inspection
A . prova I .
- COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit .....Ce t. N2 9 3 3 31 Cut-in Card No.....................................
Owner................. A.......... .cl.(:�..9.Z!e Ls;...................................................................................
Location....21......I. LG k ./>f4lt?1 ..P.9........1-9.1..A.3.............Q.V�.Jl,T.lt.�2 ............
Installation Consisting of...a.a.o..Ai�o.... ........,�
ZA
....................................................................................................................................................................................
LInstalled S�...............................................................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.
Inspectors of this Company shall have the privilege of making inspections at any time, and if its
rules are violated,the Company shall have the right to revoke this certificate.
Date........ ..................... INSPECTOR ,r�L ��. r.........................................
Member N.F.P.A.,I.A.E.I.
1
r
Final Survey Inspection
Dept. of Community Development
Town of Queensbury
742 Bay Road
Queensbury,NY 12804
Date received: P�L
NAME:
LOCATION:,�f,:)
PERMIT#: :-_-tIA-7
Final Survey Plot Plan
Approved Denied
The attached final
survey has been
received by the /
Dept.of
Community
Development.
Upon review the
survey has be
Craig Brown, Zoning Administrator
Notes:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey
Zoning Administrator.doc
MAP REFERENCE:
MAP ENTITLED "MAP OF A PROPOSED SUBDIVISION
MADE FOR GUIDO PASSAREW, ROUND POND
SUBDIVISION SITE PLAN" DATED 6/24/93 LAST REVISED 9/29/93, PREPARED BY LOT 15 LOT 22
VANDUSEN & STEVES, LS AND FILED IN THE
WARREN COUNTY CLERK'S OFFICE IN PLAT odaotnsr'e shed
CABINET B, SLIDE 51, MAP #86.
WNW N87 44'41 T
232.50' 1.1'c/sor
ra
Q 11.6'
I
N
cn `D
NcR
f
LOT 14 �� �k ete
�1 N
.......9. 0
0 •.....................
LOT 23
,,rove/ dr/wwoy 27,462f Sq. Ft.
N
LOT 21
LOT 10
� �j �s¢?�• 83.37,
LOT 13 JJ . 6"W
LOT 11 G
TC ,.r
L
LOT 12
I HEREBY CERTIFY TC: 3
NOTES: 1) ELIZABETH M. CLANC`(
2) FIRST PRIORITY MORTGAGE, INC., MAP OF SURVEY OF LOT 23
1) THIS SURVEY WAS PREPARED WITHOUT THE IT'S SUCCESSORS AND/OR ASSIGNS. ROUND POND SUBDIVISION
BENEFIT OF AN ABSTRACT OF TITLE AND 3) FIDELITY NATIONAL TITLE INSURANCE COMPANY.
THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD MADE FOR
THEREFORE SUBJECT ANY EASEMENTS, SURVEY COMPLETED ON MARCH 21, 2S06. ELIZOE"J"W"
COVENANTS OR RESTRICTIONS OF RECORD THIS SURVEY AND THE CERTIFICATIONS HEREON SHALL r; M. CUNCY
ANY STATEMENT OF FACTS SUCH DOCUMENT ,
VALID ONLY TO THE PARTY OR PARTIES HEREON NA
WOULD DISCLOSE. ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIO � tiMMETrF �'p
SUBSEQUENT OWNERS, OTHER THAN AS MAY BE 0 �' 'S' TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW PORK
2) UNAUTHORIZED ALTERATION ADDITION TO A SURVEY EXPRESSLY STATED HEREON.
MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A t IA TES
VIOLATION OF SECTION 7209. SUB—DIVISION 2, OF T BOLSTER AND A SSOCHE r o
NEW YORK STATE EDUCATION LAW. PRURSSIONAL LAND SURWORS
O p 342 MAIN STREET, HUDSON FALLS, NEW YORK 12839
3) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY RUSSELL . HOWARD, PLS�"'' � s05A J "
MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS DATE: MARCH 29, 2006. SAND S N.Y.S. UC. N0. 50540 DATE: MARCH 29, 2006 SCALE: 1 30
SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. DWG. NO. 06046 B
QSBY 296.05-1-30
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: m/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#: �-
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Attic Access 22"x 30"minimum
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
I %z(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 water shield 24 inches from wall
Fire separation 1, 2, 3 hour O
Fire wall 2, 3,4 hour
irestopping G lF _��� �'� A.V411
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side ''/z 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
Framing / Firestopping Inspection R ort -&L
Office No. (518) 761-8256 Date Inspection req, c�4 ed: 1� o� D�
Queensbury Building&Code Enforcement Arrive: tea' m a '
742 Bay Road, Queensbury,NY 12804 Inspector's Initia s: r
NAME: PERMIT#:
LOCATION: INSPECT ON: a-7 O It
TYPE OF STRUCTURE: —,
Y N N/A COMMENTS
Framing
Attic Access 22"x 30"minimum
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 %z 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 water shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wal 3,4 hour
irestoppin ,(I�
enetration sealed
16 inch insulation in cavity min. ` lV
Garage Fire Separation
House side ''/z 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
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am/pm Depart: - `'� a /p
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: �1 S�p,r�� PERMIT #: D ` �S17
LOCATION: (G 1 lis, `- [ 1-I;� H��NS�F CT ON:
TYPE OF STRUCTURE:
N N/A
�','Rough Plumbing / Nail Plates
Plumbing Vent / Vents in Place
I _
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet / change of direction
Pressure Test
Drain / Vent
Air / Head .
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
Air / Head
50 P.S.I for 15 minutes All
�nnsulation / 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: C
LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005
Rough Plumbing / Insulation Inspection Rep®
Office No. (518) 761-8256 Date Inspection request received: 7/ 2 (
Queensbury Building & Code Enforcement Arrive: am/pm Depart: = a /pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
l�
NAME: >� S��k � ` PERMIT #: OS- 9S7
LOCATION: L 'a TaNSPECT ON: z 016
TYPE OF STRUCTURE:
y N/A
-Rough Plumbing / Nail Plates _
Plumbing Vent / Vents in Place
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum .— ----
Cleanout every 100 feet / change of direction
Pressure Test
Drain / Vent
�irr14eat
-P.S.I 10 ft. above highest connection for 15 minutes
Pres-sure Test
Water-supply Piping
Head —
50 P.S or 15 minutes Z,
nsu ation / Residential Check/ Commercial Check
Proper Vent Attic Vent 61
Duct/ Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly / No duct tape
COMMENTS:
LAPam Whiting\Building&Codes\Inspection Porms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: Z v l7
Queensbury Building&Code Enforcement Arrive: am/pm epart: J;;; a pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:/ ' n
NAME: A. S Sa ei PERMIT#: D s �—S 7
LOCATION: T- 21 Po, �� INSPECT ON: ?. ot
TYPE OF STRUCTURE:
Y N N/A COMMENTS
raming
Attic Access 22"x 30"minimum
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 %z 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 water 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 %z 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
E \
"A
V '� \
l
Framing/ Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: 1 —7 U
Queensbury Building&Code Enforcement Arrive: am/pm Depart: +, p
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:j
L
NAME: PERMIT#:
LOCATION: `- > / INSPECT ON: (r
TYPE OF STRUCTURE:
7 - 9- 1N /
Y N • N/A COMMENTS
Framing SS lue-iLc—
tc Access 22"x 30"minimum
Jack Studs/Headers
Bracing/Bridging , r
Joist hangers j' " �.l
Jack Posts/Main Beams d
Exterior sheeting nailed properly -7
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 %z 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 water shield 24 inches from wall ll L
Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour '
Firestopping j
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side ''/z 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
Rough Plumbing / Insulation Inspection Report
Office No. (5 l 8) 761-8256 Date Inspection request received: 17 0
Queensbury Building& Code Enforcement Arrive: am/pm Depart:77
akVpvf
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: i) - ,n
I I
/ V
NAME: ,--G ' PERMIT #: �b J�-q, 7
LOCATION: a3 v, INSPECT ON: a
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2, - ,R4 Drain/Vents
Cast Iron, Copper rain/Vent/ Comm.
Plumbing Vent/Vents in Place V
Rough Plumbing/Nail Plates 1'
1 % 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 V
connection for 15 minutes
Cleanout every 100 feet/change of direction
Water 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;\Suellemingway\Building.Codes.Inspection.EORMS\Rough Plumbing Insulation Report.doc November 17,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Insp@cti2prequest received:
Queensbury Building&Code Enforcement Arrive: ( h am/p art: am/pm
742 Bay Road, Queensbury,NY 12804 Inspectors Initials:
NAME: . C;" ��'�.�E'✓
PERMIT#: j 7
LOCATION: c INSPECT ON: ��?�()
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Attic Access 22"x 30"minimum �� ��
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 Its 6 ft. or less on center
I and water 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
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspectiowequest received:
Queensbury Building&Code Enforcement Arrive. am/ m e art: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials.
NAME: PERMIT#: �' � q6
LOCATION: ?A 1 ! 70Z _ INSPECT ON: I v
TYPE OF STRUCTURE:
F raming Y N NIA COMMENTS
Attic Access 22"x 30"minimum
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 %a(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 water 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 '/z 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
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspectiq— equest received:
Queensbury Building&Code Enforcement Arrive: I ( , U dam/ epart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUC
F raming Y N N/A COMMENTS
Attic Access 22"x 30"minimum
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
le
I and water 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
Septic Inspection Report
Office No.(518) 761-8256 Date Inspection rest received:
Queensbury Building&Code Enforcement Arrive: Z-,am/1�n}&epart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: -p A ( , PERMIT NO.: �r S
LOCATION: INSPECT ON: —
RECHECK:
Comments and/or diagram
Soil Type: Sa / am _Qay
Type of Wa r: unicipai Well Water
Waterline separation di nce ft. _
Well separation nce ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches eft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Siz Typ
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening.Sealed: Y/N/Partial
End Caps
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N � � �� t L
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Fro t Middle Rear
system Use Sta s:
Approved
Partial Approved and needs to be re-inspected, please call the Building& Codes Office
Disapproved
Last revised 1/6/05
i
I
o•
C�
seen of , ed-,'or be i}eve I saw evidence
s s,r,h ... `!ruses, vi;ells, gees; fences, etc.,
FM on this r r+: ;; ;. it. I also represent that 1 have
s rally Myasf.;ed the distances set forth on the diagram." "
I
N87.44-41"£ VAfE
r. ^
00
o_ to
�D
N U) Ortj
1 33' c
. 0
Co
C
�4i Q' • r
NjT0s31 - � 1
83-37
57�+�3'16Ow �t
Foundation Inspection Report
Office No. (518) 761-8256 Date ctio equest received: _
Queensbury Building&Code Enforcement An'iv anvpm Depart. am/pm
742 Bay Rd., Queensbury,NY 12804 Inspe#tr'AsInSials:
NAME: 9�� PERMIT#: 5_
LOCATION: _WLaBa1y�' _ 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.
Materials 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
r Plumbing Under SIab
PVC/Cast/Cropper
Foundation Insulation-Interior/Exterior
R- -.
Rough Grade 6 inch drop within 10 ft.
L:\Sucllcmingway\Building.Codes.Inspection.FORMS\I'oundation Inspection Report.doe January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: ,3c� anvpm Depart: am/pm
742 Bay Rd., Queensbury,:NY 12804 Inspector's Initials:� �
NAME: ����V 1 PERMIT#: ; �� �1
LOCATION: _ 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.
Materials 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 SIab17
�� -�v�`�
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASucHciningway\Building.Cod cs.InspectionTORMS\poundation Inspection Report.doc January 28.2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection r�uest received:
Queersbury Building&Code Enforcement Arrive: ��lan-i/pm Depart: �- m/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: _�`Ti� PERMIT#:
LOCATION: L II�TSPECT ON: t
TYPE OF STRUC URE:
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 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:
12inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval q_
Plumbing Under SIab ! l�
PVC/Cast/Copper /
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SucHcmingway\Building.Codes.Inspcction.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: oo Q�rJ
Queensbury Building &Code Enforcement Arrive: am/pm Depart:_am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:/' c
NAME: �21c j� PERMIT#: _Of f 1 J_)
LOCATION: —�_��- �1 INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings .
Piers
Monolithic Slab
Reinforcement in Placev7��
The contractor is responsible forte-�
providing protection from freezing \�
for 48 hours following the placement � s
of the concrete.
Materials 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:
12inch width
6 inches above footing
6 mil poly for wet areas under slab ;
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
un-ation Insulation or/Exterior-- =-,
i
Rough Grade 6 inch drop within 10 fit. �
L kSueHemingway\Building.Codes.Inspec tion.FORIVISToundation Inspection Report.doc January 28,2003
s ,re-s�
Foundation Inspection Report
�K�
IL
Office No. (518) 761-82.56 Date Inspecti n request received:
Queensbury Building&Code Enforcement Arrive ani/pm Depart: _!am/pm
742 Bay Rd., Queensbury,NY 12804 Inspectors Initials: LA—I'LLN
NAME: PERMIT#: �
FNISPECT ON:
TYP F ,TRUCTURE:_._--_-- —'
r,�3 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 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 Insulatio rior
Rough Grade 6 inch drop within 10 ft.
LASucHcmingway\Building.Codes.Inspecti on.FORMS\Foundation Inspection Report.doe January 28,2003
Foundation Inspection Report
Office No.(518)761-8256 Date Inspectio equest ceiv d:
Queensbury Building&Code Enforcement Arrive: am/p Depart: i Ipm
742 Bay Rd.,Queensbury,NY 12804 Inspector's
NAME: ` ERMIT#:, e
LOCATION: INSPECT ON:
TYPE OF STR C .
Comments
Y N N/A /�1
F 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 purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report doc
Last printed 12/20/2005 9:24:00 AM
o
I have seen or observed, or believe I saw evidence of,
—� iali objects such as houses, wells, trees, fences, etc.,
shown on this document. I also represent that I have
personally measured the distances set forth on the diagram."
N87 44'41"£ I ATE
cn
it
� -10 v
rri
- 25
i 33 IIII
c
rs�2f, $3,31' r
"W
os
E I V er it Number
REScheck Compliance Certificate DEC 2 8 20
TOWN OF Checked By/Date
2000 IECC QUEEINSBURY
BUdLDI!*lG AND CODE
REScheck Software Version 3.6 Release 2 ®w`------®
Data filename: Untitled.rck
PROJECT TITLE: TERRE MAJESTIC, INC.
CITY: Glens Falls
STATE: New York
HDD: 7635
CONSTRUCTION TYPE: Single Family
WINDOW/WALL RATIO: 0.16
DATE: 12/23/05
DATE OF PLANS: 11/10/05
PROJECT DESCRIPTION:
LOT 20
COMPLIANCE: Passes
Maximum UA= 398
Your Home UA= 347
12.8%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
erimeter Value Value U- actor UA
Ceiling 1: Flat Ceiling or Scissor Truss 1770 30.0 0.0 62
Wall 1: Wood Frame, 16" o.c. 1790 19.0 0.0 87
Window 1: Vinyl Frame:Double Pane with Low E 273 0.340 93
Door 1: Glass 20 0.340 7
Door 2: Solid 41 0.100 4
Basement Wall 1: Solid Concrete or Masonry 1495 11.0 0.0 94
Wall height: 7.6'
Depth below grade: 6.8'
Insulation depth: 7.6'
Floor 1: All-Wood Joist/Truss:Over Outside Air 10 19.0 0.0 0
Furnace 1:Forced Hot Air, 90 AFUE
Air Conditioner 1: Electric Central Air, 10 SEER
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 2000 IECC requirements in REScheck Version 3.6 Release 2 (f5rmerly MECcheck) and to comply with the
mandatory requirements listed in the REScheck Inspection Checklist.
DD
RmWffffiesign NL.1. Date
REScheck Inspection Checklist
2000 IECC
REScheck Software Version 3.6 Release 2
DATE: 12/23/05
PROJECT TITLE: TERRE MAJESTIC, INC.
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation
Comments:
Basement Walls:
[ ) 1. Basement Wall 1: Solid Concrete or Masonry, 7.6' ht/6.8'bg/7.6' insul,
R-11.0 cavity insulation
Comments:
Windows:
[ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E, U fctor. 0.340
For windows without labeled U factors, describe katures:
#Panes Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
Doors:
[ ] 1. Door 1: Glass, U-factor. 0.340
Comments:
[ ] 2. Door 2: Solid, U-factor. 0.100
Comments:
Floors:
[ ] 1. Floor 1: All-Wood Joist/Tmss:Ovcr Outside Air, R-19.0 cavity insulation
Comments:
Heating and Cooling Equipment:
[ ] 1. Furnace 1: Forced Hot Air, 90 AFUE or higher
Make and Model Number
[ ] 2. Air Conditioner 1: Electric Central Air, 10 SEER 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. Ifnon 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 far 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:
[ ] Ducts in unconditioned spaces must be insulated to R-5.
Ducts outside the building must be insulated to R-8.0.
Duct Construction:
[ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B.
Exception: Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in. w.g. (500 Pa).
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Thermostats are required for each separate HVAC system. A manual or automatic means to
partially restrict or shut offthe heating and/or cooling input to each zone or floor shall be provided.
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 ofa 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/offheater switch and require a cover unless over 20%
ofthe 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 T must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Sot Water Pipes.
Insulation Thickness in Inches bv,Pine Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(Fl lip to 1" Up to 1.25" 1.5" to 2.0" Over 211
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 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 Tye Range 2"Runouts 1" and Less 1.25" to 2" 2 " to 4"
Heating Systems
Low PressurelTemperature 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)