2005-610 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE C3F OCCUP-A-NCY
Pennit Number. P20050610 Date Issued: Monday, April 02, 2007
This is to certify that work requested to be done as shown by Permit Number P20050610
has been completed.
Tax Map Number. 523400-301-005-0001-035-000-0000
Location: 14 QUEENS Ln
Owner. PAUL & HOLLIS SCHULZE
Applicant: PAUL & HOLLIS SCHULZE
This structure may be occupied as a:
Residential Addition By Omer of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the (—: , �G
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
Permit Number: P20050610 Application Number: A20050610
Tax 1\Iap No: 523400-301-005-0001-035-000-0000
Permission is hereby granted to: PATfI, & 1401,LISSCM1I,ZF,
For property located at: 14 QUEENS L11
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. Tyne of Construction Value
Owner Address: PAUL&HOLLIS SCHULZE
14 QUEENS Ln Residential Addition $85,000.00
Total Value $85,000.00
QUEENSBURY, NY 12804
Contractor or Builder's Name / Address Electrical Inspection Agency
WEST. WILLIAM
Plans& Specifications
2005-610
683 SQ FT RESIDENTIAL ADDITION
$81.96 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, August 23, 2006
(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 T Queen bury; u day,August 23, 2005
SIGNED BY for the Town of Queensbury.
Director of Building Code nforcement
Check Residential Plan Review: One& Two Family Dwellings
N/N/A
(2)Full sets of plans
ver 1,500 sq. 1.— t d
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.
G Grade,5.0 sq.ft.
24"(h)x 20"(w)min.
44"Max.Height.above floor
Residential Check Paperwork Compliance and Inspectors Checklist: OK
Dampproofmg/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
MpWtairway Headroom 6' 8' All Stairs 36"Width
Stair Run and Rise
YJA Winder Run and Rise
Spiral Not Allowed From 2d 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
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
WINDOW SCHEDULERECr:IVED
Job Site/Address: ✓Y ott,rr-v s L e►w p Date: r
AUG 0 5 2005
Owner: Application No. T01NN Cf ' ' V
Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware
Number or Manufaturor Model/Type Stock Openin Opening GlassNis Egress/Cie Opening Opening or Instructions
Letter on Name Numbe g Height able Vent ar Width In Height
Plan Cali Width Light g Opening Inches In Inches
// Size _
go2216 D1j 26216 .1ZV$, 3`1 1- 3,`IS1�
r „ ��
l�aT o Ekca F�vo 6-8' Y6 � 71
dh$
c
Example Entry
A Andersen Narrollne 3062 3' 2 6'5 '/z 15.30 8.36 6.01 34 2415135" Tempered
Double 113" 11116 Glazing
Hun
CADocuments and ScWngs\Sue\Loca1 Settingffemp\Window Schedule.doc
RI=
ED
Job Site Address: f It Q4 e-ew Lne. I C F Date:,. I/ /(P l e
qU f 0 5 2005
Owner: Qccc t,tti�� Sc,�u��zc App�lMaf iop Ng,`�.tMiRY File No.
Building Permit Calculation. Sheet
Natural Light, Ventilation & Emergency Egress Requirements
Habitable Area of Req. Light Actual MW Req.Vent .Actual Sq.Ft. Remarks
Room Room 8%of Room Light 4%of Room Vent Opening for
in Area Square Area Square Egress
Square Footage Footage
Feet
V $, q �
L:\S u eH emi n gway\B ull ding.Permit.FORMS\Nat.Light.V entil.0 alculation.Sh eet.d oc
Permit No. �,-�.�������
Building P&Codes Office-Department of Community Development-Town of Queensbury Fee Paid
742 Bay Road,Queensbury,NY 12804 Recreation Fee
Dave Hatin,Director codes@aueensbury,net `
Phone: (518) 761-8256 FAX: (518) 745-4437 Ems.
Principal Structure Building Permit Applicaug, P5 k,
p z«u
Application & Plans subject to review before issuance of a valid permit for construction.
Instructions: A permit must be obtained before beginning construction. No inspections will be mt�Il_the;
applicant has received a valid building permit. All applicants' spaces on this application must be completed and
must appear on the application form.
A wilder it�`t,`1Gtv►t W� Lt.�Ps Owner: Q��,J eta g C 41 fiz f
Address: �3 rr �gsti ST�c�� Address: 14 QU e%5: L
c c e v 11, I Z B e y Chu r-e-ns b` n:i,
Home Phone: 9?3- q&43J Home Phone: 9007
Email Address: Sca-LI We&,e Wet Pinta • -A e-T Email Address:
Cell Phone: Cell Phone:
FAX Phone: FAX Phone:
Person responsible for supervision of work with respect to building and codes compliance:
Name: 3COW Wes 7
Address: u%1515c4 s i- QtlrCuS a�� 71.E-t i2-Src4 Phone ?q3 y!a yJ
Location of proposed construction: Lot No. Legal Address: QU et' i�A -f
05 6Gab
Tax Map Number: .S2 y00 -361- C5b5- 1 �3S`� Subdivision Name:
Estimated Cost of Construction: $ Ibaa
Proposed construction is for: Residential Use _Commercial Use
Name of Business:
It proposed construction is an addition,what will use of new addition be? ►►r�u ���1! /
New Addition Alteration Proposed Construction tst Floor 2nd floor Other Total Proposed
structure (Occupancy Type) Sq.Ft. sq.ff. Sq. Ft. Square feet Height
Ft.&in.
Single-Family Dwelling
Two-Family Dweilin
Townhouse
Multifamily Dwelling
Number of Units:
Office
Mercantile
Manufacturing
Other:
Attached Garage 1, 2, 3
Type of Heating System: Electric, Oil, Gas, ood, 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: 211 -LoyApplicant/Builder Signature: r t r�� �
The application of dated is hereby approved and
permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set
forth above.
Date: Z" Authorized Signatur
L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc v:12/14/04
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: am/prqD�Depart: � am/pm
Date Inspection request received: Inspector's Initials: 1
NAME:
PERMIT#:
LOCATION: L CZ L , DATE:
TYPE OF STRUCTURE:
Comments
Yes 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
Roof Complete/Exterior Finish Com lete
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 late
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
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
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
Plumbin fixtures
Foundation insulation.
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency EmEgency egress below grade
Gas Furnace shut-off within 30 feet or within line of site f�
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum
asement stairs closed rise>4 inches
Gana e Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
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/O Tempor /Permanent
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
rw
Queensbury Building & Code Enfoteem t - Residential Final Inspection
Office No.(518)761-8256 Arrive: ?;: am//ppm Depart: am/pm
Date Inspection request received: Inspecto s Initials: -_ —, _
NAME: PERMIT#:
LOCATION: _ DATE:
TYPE OF STRUCTURE:
Comments
BuildingYes No N/A FA310 Number/Address visible from road � 6
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake p,
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
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
IrIterior privacy/trim/doors/main entrance 36 inches
athroom/Kitchen watertight 01
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
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
Relief Valve(s)installed/Heat Trap/Water Tern 110
Enclosed Stairs Sheetrock Underside minimum''/s"Gypsum
Basement stairs closed rise>4 inches
garage Floor Pitched
"Garage fireproofing/%hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
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/O Temporary/Permanent
L:\Building&Codes FormslBuilding&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc
Queensbury Building & Code Enforcement - Residential Final Inspect n
Office No. (518)761-8256 Arrive:4In
am/RV,6part: _ am/pm
Date Inspection request received: i�q/JAN Inspects:
NAME: C. PERMIT#: �
LOCATION: DATE: ket
TYPE OF STRUCTURE: Com '`r'
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
Roof Complete/Exterior Finish Complete
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/Window in stairwells safety glazing /✓f11%�� 74�� s S
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
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
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum%z"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed pro erl
Gas Logs in Sealed or Qjj4sW Vi*)osure
Final Electrical
Final Survey Plot Pl
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required /
Okay to issue C/C or C/O Temporary/Permanents
JJ
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
7��` 5 /73
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. VS
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL \
Permit No........... ...........................Cert. jNJ2 94034 Cut-in Card No...................................
Owner..................... .....
Location.....`....... Q`('G�A /' ..... :................................................................
Installation Consisting of...t,0,0 ..n�4) P)l/:A/ ��................................... .... .................. ................
..................................................................................................................................................................................
.............................................................. ................................................................................................................
Installed By
ar
... .......................................................................Lic.No.................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued i
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon th,
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of makin m ections at any time, and if it
rules are violated,the Company shall have the right to YeAke
his a cafe.
Date.... ................ INSPECTOR... . . ...............................................................................
/G - /1-1? &/P---
Rough Plumbing / Insulation Inspection Report ,
Office No. (518) 761-8256 Date Inspecti n eq est received:
Queensbury Building & Code Enforcement Arrive: S am/pmH` mom
, Apart: am ,
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �"'�
NAME: PERMIT #: /
LOCATION: 14 Otir 13 INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A
Rough Plumbing Nail Plates
Plumbing Vent/ Vents in Place
1 1/2 inch minimum Drain Size / /a�� � �
WashingMachine 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..Q .I for 15 minutes
nsulati Residential Check Commercial Check
r Vent Attic Vent
Duct / Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
ct work sealed ro erl No duct to e
,'� �
COMMENTS:
LAPam Whiting\Building&CodesUnspection FormsURough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005
Rough Plumbing 0 Insulation Inspection Report
Office No. (518) 761-8256 Date InspeLion equest received:
Queensbury Building & Code Enforcement Arrive: am/ Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's nitials:
NAME: PERMIT #:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N 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
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
Ins ion Z Residential Check Commercial Check
ro er 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:
LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005
Framing / Firestopping Inspect4ese
Office No.(518)761-8256 Date Inspection (Queensbury Building&Code Enforcement Arrive: '742 Bay Road,Queensbury,NY 12804 Inspector's Initia
NAME: f' PERMIT#: 4C-
YLOCATION: INSPECT ON:
TYPE OF STRUCTURE: N N/A Framing 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 Ptate
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
an waters •eld 24 inches from wall
C/ 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
Framing / Firestopping Inspection Report (APIV
Office No. (518) 761-8256 Date Inspection request received: --�
Queensbury Building&Code Enforcement Arrive:-am/\ apart am/pm
742 Bay Road,Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#:
LOCATION: INSPECT ON: 0
TYPE OF STRUC
Y N N/A COMMENTS
ming
Attic Access 22"x 30"minimum
Jack Studs/Headers
0g �
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
Ic nd water shield 24 inches from wall tL�'" , �f A,TZA e'
i
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 %s 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
(-3 ryv-
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: 11 z j
Queensbury Building&Code Enforcement Arrive: anv Depart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _
NAME: _ �C:`��''t Z_� PERMIT#:
LOCATION: 14_OLUettg-rrz� _ INSPECT ON: j_ 0
TYTE OF STRUCTURE:
-' Comments
Y N N/A
Footings ---------'--
Piers ^
Monolithic:-!-9 Slab
ein nt. ace "J�t� i
The contractor is responsibly for
pro i i reezing
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 Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
I ASuencmingway\Building.Codes.Inspection.FORM Sllroundation Inspection Report.doc .January 28,2003
/^ J
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: lU
Queensbury Building&Code Enforcement Arrive: anvp Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
T1
NAME: _ �j_L��L,,� Z _ PERMIT#:
LOCATION: _ ����� T INSPECT ON:
TYPE, OF STRUCTURE:
Comments
Footings _
Piers
Monolithic Slab -a
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this pose on site. _
Foundation/Wallpour
Reinforcement in Place
Foundation Damppro(;hng
Foundation/Waterproofing
Type of Dampprooling/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 I G/L/TIJ
Foundat' su tion tern /E. r
Rough Grade 6 inch drop within t ft.
L\SueHemingwayBuilding.Codes.InspectionTORMSU'oundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: v
Queensbury Building&Code Enforcement Arrive: am/pm��Depart: � wm/pm
742 Bay Rd., Queensbury,NY 12804 Inspectors Initials: -
NAME: G 1^�- t.� r - PERMIT #:
LOCA'CION: � (�i �� �_���— _ INSPECT OK-.- -.:
TYPE OF S"IRUCTURE: LU 4� G
U
Comments
---------i------ -- Y N N/A
Footings (i
Piers
Monolithic -
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 I 1
Footing Drain Daylight or Sump
Footing Drain Stone: _
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfrll-Approval
ing Under Slab
PVC Cast/Copper
'14ndation Insulation Interror/yx- r
R- _
Rough Grade 6 inch drop within 10 ft.
LASuMcmingwayiBuilding.Codes.Inspection.FORMSUro T ction Report.doc January 28,2003
V1
Foundation Inspection Report
P �
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: anvp Depa �_Q�mlpm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: _ S ` I Z e AL11 ej / PERMIT#: —_-o
Wo
LOCATION: L, T INSPECT ON:
TYPE.OF STRUCTURE:
Comments
N N/A
Footings ---------_____----._—_---
Y
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 i
Reinforcement in Place
oundation 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 ZZ V 1 L>t0JG T
/�.� /NA iZ^D C e1
ackfill Approval 1J C�
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASucHcmingway\Building.Codes.Inspecti on.FORM SToundation Inspection Report.doc January 28.2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection Pp
e _
Queensbury Building&Code Enforcement Arrive: Depart: a pm
742 Bay Rd., Queensbury,NY 12804 Inspector's In ti
NAME: _ � --_-(DOS, l_
LOCA'CIUN: O.r) INSPECT ON:
TYPE OF STRUCTURE: — . �,
Comments
N N/A Z ' LA I+YUIJ�
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement ]��1
the concrete.M
Materials for this purpose on site.____
Foundation/Wallpour "gyp
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/ Waterproof"ing ��
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width �® C
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.
L:\SueHeiningway\SuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doc .ianuary 28,2003
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No......... .....s................. Cert. 84772 Cut-in Card No.............................:..(
Owner..............�.........�r..�........T1I ...................................................................................................
Location.../.y......C�G��.c-t....... ...N:.......................................... /ter'-'�...... ...................
Installation Consisting of..... ...5�..�...'!/ TZ`....f /6..n�z-�`.P 7... 1........:.....:....................
......... ....
..................................................................................................................................................................................
..................................................................................................................................................................................
Installed By........W. ...
� ...........................................Lic.No.................................................
........ ....
The conditions following governed the issuance of this certificate,and any certificate previously issued i
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon th
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of maki m ections at any time, and if it
rules are violated,the Company shall have the right to r�vpke thi c ' scat
L R./�l;
Date.....Z....�.......�.................. INSPECTOR..................... ........ ...................................................
REScheck-Web: Project Information Page I of I
t
C�J( �
REScheck-Web
Code/Location = Construction Type
Code: New York * 1- and 2-Family, Detached
State: New York 0 Multifamily
County: Warren
If your city or county is not included here,choose a nearby location
with similar weather conditions.
Heating System Type
O Electric(includes heat pumps)
Non-Electric
Project Description
Project Title: Date of Plans:
Schultze addition August 2, 2005
Designer/Contractor:
Dave Schultze/W. Scott West
Project Description:
attached addition
Project Notes:
�Qss�� � � >•G
http://energycode.pnl.gov/REScheckWeb/Project.jsp'. pd teLocations=no&codeChange=Fa... 8/2/2005
REScheck-Web: Envelope Assemblies Page 1 of 1
CNI'JREScheck-Web TM
Schultze addition—Code:New York
Cavity Continuous
Assembly Gross Area R-Value R-Value U-Factor
1 Ceiling: Raised or Energy Truss 306 ft2 38.0 0.0
2 Ceiling: Flat or Scissor Truss 193 ft2 38.0 0.0
3 Wall: Wood Frame, 16in.o.c. 136 ft2 19.0 0.0
4 Wall: Wood Frame, 16in.o.c. 296 ft 19.0 0.0
5 Wall: Wood Frame, 16in. o.c. 248 ft2 19.0 0.0
6 Wall: Wood Frame, 16in.o.c. 112 ft2 19.0 0.0
hi tp;//erg d.gov/REScheckWeb/enveloped 8/2/2005
REScheck-Web: Mechanical Equipment Page 1 of 1
C*,J(REScheck-WelbTM
Schultze addition--Code:New York
Heating Cooling Minimum
Equipment Efficiency Efficiency Efficiency
1 Boiler: Other(Except Gas-Fired Steam) 85.0 AFUE 80.0 AFUE
http://energycode.pnl.gov/REScheckWeb/mechanical.jsp 8/1/2005
a
/0
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release le
Data filename:Untitled.rck
PROJECT TITLE: 14 Queens Lane
COUNTY:STATE:New York
HDD:7635
CONSTRUCTION TYPE:Detached I or 2 Family
HEATING TYPE:Non-Electric
DATE:07/30/05
DATE OF PLANS: 3-28-2005
PROJECT DESCRIPTION:
Addition to Single Family Residence
COMPLIANCE:Passes
Maximum UA=210
Your Home UA= 185
11.9%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 638 38.0 0.0 19
Wall 1: Wood Frame, 16"o.c. 1026 21.0 0.0 52
Window 1:Wood Frame:Double Pane with Low-E 69 0.340 23
Door 1: Solid 20 0.200 4
Door 2: Glass 33 0.340 11
Floor 1: Slab-On-Grade:Heated 114 12.0 76
Insulation depth:6.0'
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 attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or
specifications are in compliance with this Code.
Builder/Designer !► 0 A q Date
p?HOZQ
or
a
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release Ie
DATE:07/30/05
PROJECT TITLE: 14 Queens Lane
Bldg. (
Dept.
Use
I
( Ceilings:
[ ] j 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
j Comments:
(
( Above-Grade Walls:
[ ] ( 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation
( Comments:
I
( windows:
[ ] j 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.340
j For windows without labeled U-factors,describe features:
( #Panes Frame Type Thermal Break?[ ]Yes[ ]No
( Comments:
(
( Doors:
[ ] ( 1. Door 1: Solid,U-factor:0.200
j Comments:
[ ] ( 2. Door 2:Glass,U-factor:0.340
j Comments:
I
( Floors:
[ ) ( 1. Floor 1: Slab-On-Grade:Heated,6.0'insulation depth,
( R-12.0 continuous insulation
( Comments:
j Slab insulation to extend down from the top of the slab to at least 6.0 ft. OR down to at
( least the bottom of the slab then horizontally for a total distance of 6.0 ft.
( 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.
I
( Air Leakage:
[ ] ( Joints,penetrations,and all other such openings in the building envelope that are sources of air
( leakage must be sealed.
[ ) j 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.
I
( Vapor Retarder:
[ ] ( Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
i
( Materials Identification:
[ ] ( Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ J i Materials and equipment must be identified so that compliance can be determined.
[ J j Manufacturer manuals for all installed heating and cooling equipment and service water heating
j equipment must be provided.
[ ] j Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
i
tr
{ Duct Insulation:
[ ) ( Supply ducts in unconditioned attics or outside the building must be insulated to R-11.
[ } I Return ducts in unconditioned attics or outside the building must be insulated to R-6.
[ j I Supply ducts in unconditioned spaces must be insulated to R-I 1.
[ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
I
Duct Construction:
I I I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics
I (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.
[ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] I Air filters are required in the return air system,
[ } I The HVAC system must provide a means for balancing air and water systems.
I
I Temperature Controls:
[ } ( Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
I temperature set point of the largest zone.
I
I Electric Systems:
[ ] I Separate electric meters are required for each dwelling unit.
(
Fireplaces:
[ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ) I 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.
I
Service Water Heating:
[ } I 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.
[ } I Insulate circulating hot water pipes to the levels in Table 1.
(
Circulating Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
I Swimming Pools:
[ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
I of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
Heating and Cooling Piping Insulation:
[ ] ( HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the
I 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 I"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)
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G. Peter Jensen
17 West Road
South Glens Falls
New York 12803
(518) 798—3859 J
July 30, 2005
To Whom It May Concern:
I have reviewed a set of drawings for a single story addition to a single family
residence located at 14 Queens Lane, Queensbury, Warren County New York. The
addition is of slab on grade construction.
The footings are indicated to be 16"X 8" poured concrete. Three deformed
reinforcing bars need to be added to the footing. The 8"thick poured frost wall is
adequate for the conditions indicated. The '/2" diameter anchor bolts through the pressure
treated mud sill are adequate, at the spacing indicated.
The 9 foot high exterior walls are indicated to be constructed of'h" gypsum on 2
X 6 studs with '/2"thick structural sheathing, building paper and siding. The roof is
shown as being asphalt shingles on asphalt saturated felt paper on 5/8"thick structural
sheathing on 2 X 10 rafters, which are spaced 16" on center. The rafters are adequate for
the anticipated loads. The header over the French doors in the Study should be 2 pieces of
2 X 10. The header over the opening in the front wall of the Patio should be 2 pieces of 1-
3/4" X"11-7/8"LVL material.
The insulation within the exterior walls should be changed from R-19 to R-21.
The R-38 insulation in the flat ceiling area is appropriate. The R-38 insulation in the
sloping ceiling must be changed to R-30 insulation between rafters with R 8 rigid
insulation over the inside face of rafters, in order to maintain adequate air flow above the
insulation.
The indicated windows are adequate to provide emergency egress and the
required percentage of light area. A carbon monoxide detector will have to be added in
the area of the addition. The window in the bathroom must be glazed with tempered
glass.
The grade adjacent to the house must be pitched away from the house at a rate
5%. It would appear that the addition will meet the set-back requirements.
Sincerely; $ttIk& Apoy�
�'rl SIR ►�CN� ter.
p, Fy
G. Peter nsen ` t
� �2802a
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