2005-891 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number. P20050891 Date Issued: Wednesday, August 15, 2007
This is to certify that work requested to be done as shown by Permit Number P20050891 _
has been completed.
Location: 547 SHERMAN Ave
Tax Map Number. 523400-308-008-0002-003-000-0000
Owner. RICHARD WILLIAMS
Applicant: RICHARD WILLIAMS
This structure may be occupied as a:
Garage - 2 Cars Attached By Order of Town Bowl
Residential Addition 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.
�r TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050891 Application Number: A20050891
Tax Map No: 523400-308-008-0002-003-000-0000
Permission is hereby granted to: RTCHARD WRJ,TAMS
For property located at: 547 SHERMAN Ave
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: RICHARD WILLIAMS
547 SHERMAN Ave Garage-2 Cars Attached
LTEENSBURY, NY 12804-0000 Residential Addition $60,000.00
Q Total Value $60,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2005-891
1284 SQ FT RESIDENTIAL ADDITION WITH 900 SQ FT 2-CAR ATTACHED GARAGE
$244.08 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, November 21, 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 To� ueens 0 a ovember 21, 2005
SIGNED BY e<� for the Town of Queensbury.
V IQ
Director of Building&Code Enforcement
t
TOWN OF QUEENSBURY
til742 Bay Road,Queensbury,NY�2804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050891 Application Number A20050891
Tax Map No: 523400-308-008-0002-003-000-0000
Permission is hereby granted to: RICHARD WILLIAMS
For property located at: 547 SHERMAN Ave
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and o er informafio ereto filed
and approved and in compliance with the NYS Uniform Building Codes_ d the b Wing
Ordinance. of nstruction Value
Owner Address: WILLIAMS
NA TCHIE _ a ge-2 Cars Attached
547 SHE N Ave Residential Addition $60,000.00
QUEENS URY,NY 1 0 00 Total Value $60,000.00
Contractor o` BuAde\r's N e/ALdres F�1 ctrical Inspection Agency
Plans &Specifications
2005-891
1284 SQ FT RESIDENTIAL ADDITION WITH 900 SQ FT 2-CAR ATTACHED GARAGE
$244.08 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,November 21,2007
(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,, eensbu M gyda ,November 21,2005
SIGNED BY c ! for the Town of Queensbury.
Director of Building&%de E rcement
Permit No.
Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid
742 Bay Road,Queensbury,NY 12804 Recreation Fee
Dave Hatin,Director codesQgueensburv.net
Phone: (518) 761-8256 FAX: (518) 745-4437
Principal Structure Building Permit Application
Application & Plans subiect to review before issuance of a valid permit for construction.
Instructions: 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 on this application must be completed and
must appear on the application form. I_ t r
Applicant/Builder. ,����-r�� l /1�'�'�-5 Owner: ICJ�V lfl `� w /l�rof
Address: Address: �/ �z7�1 CUn
C& AC/
Home Phone: Home Phone: 79 `-/ r�
Email Address: Email Address:
Cell Phone: Cell Phone: ZoG—730
FAX Phone: FAX Phone:
Person responsible for supervision of work with respect to building and codes compliance:
Name: 9- '1 J. �i✓1 lJ fjy✓JJ' i " 730
Address: ) Cry 6LL Phone
Location of proposed construction: Lot No. Legal Address: 5L/7 Shz`c_—,7�mf ry
Tax Map Number: Subdivision Name:
Estimated Cost of Construction: $ J d, 000 -7C71 Odd ECE 1/
Proposed construction is for: XResidential Use _Commercial Use NOV 14 2005
Name of Business: TOWN OF QUEENSBURY
BUILDING AND COD
If proposed construction is an addition,what will use of new addition be? /")ftll 6 ON161-'
New Addition Alteration Proposed Construction 10 Floor 2nd floor Other Total Proposed
structure (Occupancy Type) Sq. Ft. sq.ft. Sq. Ft. Square feet Height
Ft.&In.-
Single-Family Dwelling 7_S 1/1 11
Two-Family Dwelling
Townhouse
Multifamily Dwelling
Number of Units:
Office
Mercantile
Manufacturing c7-
Other: �l
\ Attached Garage 1, 2, 3
Type of Heating System: Electric, Oil, Gas, Wood, F rced Hots 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: / Applicant/Builder Signdfu-7r
The application of t d is hereby approved and
permission granted for the construction, reconstruction or Iterati of ildi g/ or accessory structure as set
forth above.
Date: Authorized Signature:
L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure PermityA1::) ication.doc V:12/14/04
Check Residential Plan Review: One&Two Family Dwellings
Y/N/ A
(2)Full sets of plans v `�-
L CL9 v t
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 GIass Size
Doo/Schedule/Main Entrance 36"Door
E ergency Escape Or Bedrooms and Habitable Space
Abo/e/Below grade,5.7 sq.ft. Lt7 M1��
de,5.0 sq. ft. L,,I44
"(h)x 20"(w)min. ,
jiSi� �Q� �t_
CIO
"Max.Height above floor l�9 _ to 5'1
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
Iee 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
r
Winder Run and Rise
i Spiral Not Allowed From 2d Story
Smoke Detectors Battery Backup and Proper Location
Bathroom Fixtures Proper Clearance
i
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
oof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access
C bon Monoxide Detector Lowest Sleeping Level
oil Test Results, if required
Septic To Well Or Water Line Separation
All Paperwork Signed
-RECE--l '
I !V 2005
4
top TOWN C"F Qb
EEN'SBURY:
IB
ING AND COD,
----------
a
i r
j S
AV�IE
TOWN OF QUEENSBURY
BUILDING & ZONING DEPARTMENT RECEIVED
S
SEWAGF DISPOSAL PERMIT APPLICATION
NOV 14 2005
1. Owner' s. Name �Ql—�beLA CAL C
TOWN
Addre h h ,e ~ (LG_)S �AL,L_% BUILDING AND CODE
Telephone No.
2. Property location
3 . Name of person or firm responsible for installing system
&;L_A LC Telephone No.
Address GL66OS AQ"
4. Number of bedrooms (residential buildings only)
5. Daily flow gallons/day
6. Septic tank capacity gallons
7. Topography: f t�so
11-in steep
0 o pe
8 . Nature of soil and depth �4 ro t)�
9. If ground water, bedrock or impervious material is apparent at what
depth does it begin? ft.
10. Percolation test: A is required
B is not required
C If required what is the rate minutes/inch
11. Water supply: municipal, GiDother
12. Type of system proposed: drywell- , the f.ield other
Any contractor,. corporation, individual, etc. engaged in the construction
of a sanitary -sewage disposal system who covers the same before inspection,
does not have an approved permit, or varies from the approved application
will be subject to a penalty of $250 as provided for in Section 6 .010 of the
Queensbury Sanitary Sewage Ordinance.
Date 50- /1�0 ✓u�C. ` •
signature of a plicant
On separate sheet of paper submit a diagram of the proposed septic system
with all dimensions, including distance from any structure, distance from
property line and domestic water supply, etc. Include all dimensions of
the system itself.
Form 3-82
.1
1 e
c
SY'RECE1
_Down of Queen-il ur N0V 4 Z
BUILDING and ZONING DEPARTA}��FQUESN
Bay and Haviland Road, R.D. 1 /NG AND C
Oueensbury, New York 12801
SEPTIC DISPOSAL SYSTEM INSPECTION
-PECTION
NAME �r e h
LOCATION
v
DATE PERMIT NO. 3 J
SOIL TYPE - Sand - Loam - Clay -
Percolation Test Required? YES - NO
Percolation rate - Min/Inch
TYPE of SYSTEM:
Absorption field, total length Z J O
Length of each trench
Depth of trenches ' 2If
Size of gravel_ `2— _
SEEPAGE P ITS4Nuinber of)
Size- eft.. _ t_
Grav,,-,1 ize
PIPING: Size, Type
Bldg. to tank L/ vc-
Tank to dist. box UL
Dist. box to field/ it - llL
Openings sealed? YES NO Partial
LOCATION/SEPARATIONS:
Foundation to tank Lo ft.-f-
Foundation to absorption 7Qft. --
Absorption to lot line ft. ,O (L
Separation of pits f1=.
LOCATION OF SYSTEM ON PROPERTY(circle one)
Front - er - ft side Right side -
COMMENTS:
e..
s SYSTEM USE APPROVED YE
Building Inspec r
e
Queensbury Building & Code Enforcement - Residential inal Inspection
Office No. (518)761-82.56 Arrive,_;,`�v am Jt Opart: am/pm
Date Inspection request received. Inspector's Initials: "�"
NAME: UV�' I P c` PERMIT
LOCATION: 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 Complete
PIatform 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
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 / /0 V10 5 �Cy xQ
Fumace/Hot Water Heater operating
GG LL d
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp, 110
Enclosed Stairs Sheetrock Underside minimum%"Gypsum
Basement stairs closed rise>4 inches
ra a Floor Pitched
Gara e fireproofing/3/a 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 Forms\Building&Codes\Inspection Fonns\Residential Final Inspection Form revised 100405.doc
l_ r f A
Queensbury Building & Code Enforcement Residential F nal Inspection
Office No. (518)761-8256 Arrive: �J' am/p� Depart: am/pm
Date Inspection request received: _ Inspector's Initials: ' -E�
NAME: 4if PERMIT#: _ /
LOCATION: 4 jcs�— ,_,� 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
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
Interior Smoke Detectors: /
Every level: Every Bedroom: t//
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
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum%a."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 VU
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 Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No..66—fS.71...Cert. N 2 9 4 816 Cut-in Card No....................................
Owner..............If �ilJG(��l fYJLC S�
�- .. ........... ....................................................................................................................................
Location..-'..1 Z....4 G . X.-.2 ... l/!..................................... �G..............
Installation Consisting of.. ,.. � �. ., �?�Lam/
......................... .... .r ............................................................ ....................................................
....................................................................................................................................................................................
InstalledBy.... y. L/L,. ...........................................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 ma ' g 'nspections at any time, and if its
rules are violated,the Company shall have the right to r oke th s ce ific
Date....3 Q.7....................... INSPECTOR. .. .........................................................................
%A.- --N C D A .-
a -l0 �8 ,'oo) F-91-bAY ,�4 - ' 7 - - OG
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Insp on quest eceivea
Queensbury Building & Code Enforcement Arrive: am/ . Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspe is nitials:
NAME: 0 ic-Vh r PERMIT #: 0,5--a'l
LOCATION: S INSPECT ON: 2 — :7 —o c
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 / S �
Drain / Vent
Air/ Head
5 P.S.I. or 10 ft. above highest connection for 15 minutes �JL jft3�
Pressure Test
Water Supply Piping
Air / Head
for 15 minutes
Insulation Residential Check/ Commercial Check
nt Attic Vent
Duct/ Hot Water Piping Insulation
If re uired 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.doc Revised February 15,2005
Framing / Firestopping.Inspection Report
Office No. (518) 761-8256 Date In cntir(l, equest received: 7 —
OC
Queensbury Building&Code Enforcement Arriv m/p Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: - 1 /haw,S PERMIT#: 66 _ e/
LOCATION: Uc- INSPECT ON: 7 -6
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Fr m rig --
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
Fi esto,ping
�t> ...
.�.--_ -
Pearetration 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
S - 10 rlRIMY 6 3 t09'
Framing./ Firestopping Inspection Report
Office No. (518) 761-8256 Date Ins ection request received: C—22 —0.6
Queensbury Building&Code Enforcement Arrive: — am/mu Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspecto s i itials: �C1h
NAME: V 11 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
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
i
Fire wall 2, 3,4 hour
--
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
I
i
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date.Ins ectionJ equest received:
Queensbury Building&Code Enforcement Arrive: , / am/p ,,Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials
NAME: l.� �. PERMIT#:
LOCATION: �� G'�'I INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing r
Attie Access 22"x 30" minimum /�,P�l3tdJ/ �c�� �� 'Vr6
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 j
Ice and water shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed s
16 inch insulation in cavity min. !
Garage Fire Separation
House side % inch or 5/8 inch Type X j
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
k -jo,r�
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspecpo request received:
Queensbury Building&Code Enforcement Arrive:. ! am/ Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspe7 itials:l
NAME: G�'�2 �i `- "^S PERMIT#: S^d
LOCATION: h SPECT ON:
TYPE OF STRUCTURE: X A., -
Y N N/A COMMENTS
Framing
Attie 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 '/s(w) 16 gauge(8) 16D nails each side
D stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
ce and wate hield 24 inches from wall
Fire separation 1,2, 3 hour j
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
Foundation Inspection Report
Office No. (518)761-8256 Date InspeptioA request received: S (7. 0 6
Queensbury Building&Code Enforcement Arrive: am/p P Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspecto 's tials:
NAME: l C� l lil t 6%L l-s PERMIT#: c(UZ
LOCATION: _ INSPECT ON:
TYPE OF STRUCTURE: jllA- /�� r�7)
UV ��� /Vd��'ti�
omments
Y N N/A
Footing
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\Inspecction Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Ins ectionye<uest received:
Queensbury Building&Code Enforcement Arrive: m/p epart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
�j
NAME: ki-e-Vk t i A'L= PERMIT#:
LOCATION: �c��Z(,, /T/.tC - INSPECT ON: CbC
TYPE OF STRUCTURE:
Framing 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 %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 %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
.4 o
Framing / Firestopping Inspection Report
ze
Office No. (518) 761-8256 Date Ins ctio request received:
Queensbury Building&Code Enforcement Arrive:Ins
Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 3,p�C—
Zbq-7 3 0�
NAME: /�1G� W�GL PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing Mpy" � kL----
ttic Access 22"x 30"minimum
Jack Studs/Headers �b �NS U L (L�
Bracing/Bridging
Joist hangers OA&
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
Foundation Inspection Report
Office No. (518)761-8256 Date InsVeti, request received:
Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspectoals:
l Q
NAME: �� � �0 �� ,(Arm PERMIT#:
LOCATION: i INSPECT ON:
TYPE OF STRUCTURE: 'S r/Yl
Comments
Y N N/A
Footings
Piers
1.
I
Monolithic Slab
Reinforcement in Place
contractor is responsiblyfor
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 Dampproofmg
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
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queersbury Building&Code Enforcement Arrive: Lq; 2`pnvpm Depart: _am/
742 Bay Rd., Queensbury,:NY 12804 Inspector's Initials:
NAME: _ �i W C' PERMIT#: f
LOCATION:. _ _ INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinfo ement in Place
e 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 Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R- _
Rough Grade 6 inch drop within 10 ft.
LASucHeiningway\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003
2-
Foundation Inspection Report
Office No. (518) 761-8256 Date Ins p , tior�request received:
Queensbury Building&Code Enforcement Arrive: U am/p Depart: _am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: CX/Y� PERMIT#: �-
LOCATION: _ _ FNTSPECT ON:
TYPE OF STRUCTURE:
Comments
y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The pritractor is responsible for
viding protection from freezing
, for 48 hours following the placement
of t concrete.
,Materials for this purpose on site.
oundation/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.
L:\SLIMcmingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28.2003
� l
Foundation Inspection Report
1l �J
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p Depart:
742 Bay Rd., Queensbttry,NY 12804 Inspector's Initials: _
x
NAME: plc t PERMIT#: _ 0
LOCATION: _ Lf �cQ2C rnryl T�INTSPECT ON: Z -
TYPE OF STRUCTURE:
Comments
_ _--- Y N IV/A.
F mgs— — -- — �/o� ,� (�
Piers /°J
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 Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASucHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doe January 28,2003
Foundation-Inspection Report
Office No. (518) 761-8256 Date Inspection request received: e
Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _
NAME: - z
-��f ��.�� PERMIT#: y s 1 )
LOCATION: S h�-�'Zy c �,', 4 ; �= INSPECT ON: `Z.a 2J 6
TYPE.OF STRUCTURE: "
Comments
r
d
_ _ Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place 'I L
The contractor is responsiblAor
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:
12inch 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:\SueHcmingway\Building.Codes.Inspection.FORMS\I-oundation Inspecrion Report.doe January 28,2003
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Pe t N er
I I
RECEIVE®
REScheck Compliance Certificate Checked By ate
New York State Energy Conservation Construction Co NOV 1 4 2005
REScheckSoftware Version 3.5 Release le TOWN OF QUEENSBURY
Data filename:Untitled.rck BUILDING AND CODE
PROJECT TITLE:Richard&Diana Williams
COUNTY:Warren
STATE:New York
HDD:7635
CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric FILE �OPY
DATE: 11/13/05
DATE OF PLANS:Nov.05
PROJECT DESCRIPTION:
Addition
COMPLIANCE:Passes
Maximum UA=336
Your Home UA=302
10.1%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 1131 38.0 0.0 34
Wall 1:Wood Frame, 16"o.c. 1818 21.0 0.0 84
Window 1:Wood Frame:Double Pane with Low-E 204 0.340 69
Door 1: Solid 59 0.200 12
Door 2: Glass 80 0.340 27
Basement Wall 1: Solid Concrete or Masonry 280 13.0 0.0 19
Wall height: 5.0'
Depth below grade:4.0'
Insulation depth: 5.0'
Floor 1: Slab-On-Grade:Heated 56 0.1 57
Insulation depth: 4.0'
Furnace 1:Forced Hot Air,89 AFUE
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications,and other calculations submitted with this lication. The proposed systems have been designed to meet the
New York State Energy Conservation Construction en a Registered Design Professional has stamped and
signed this page,they are attesting that to the best g ief,and professional judgment, such plans or
specifications are in compliance with this Code. ��C?��
A
Builder/Designer
�f O?ac 20
�rF Of aE`+t 1O
ti
PEScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release le
DATE: 11/13/05
PROJECT TITLE:Richard&Diana Williams
Bldg.
Dept.
Use
I
Ceilings:
[ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation
Comments:
I
Basement Walls:
[ ] I 1. Basement Wall 1: Solid Concrete or Masonry,5.0'ht/4.0'bg/5.0'insul,
R-13.0 cavity insulation
Comments:
Windows:
[ ] I 1. Window 1: 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:
Doors:
[ ] I 1. Door 1: Solid,U-factor: 0.200
Comments:
[ ] I 2. Door 2: Glass,U-factor: 0.340
Comments:
Floors:
[ ] I 1. Floor 1: Slab-On-Grade:Heated,4.0'insulation depth,R-0.1 continuous insulation
Comments:
Slab insulation to extend down from the top of the slab to at least 4.0 ft. OR down to at
least the bottom of the slab then horizontally for a total distance of 4.0 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
Heating and Cooling Equipment:
[ ] I 1. Furnace 1:Forced Hot Air, 89 AFUE or higher
Make and Model Number
Air Leakage:
[ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] I 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:
[ ] I 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.
[ ] 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.
L l 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:
[ ] I All joints,scams,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)
rJ % _
Job Site Address: y � % � �GG Date:
Owner: R 101/4AtR D ;f rV ANA wi L.L M Application No. File No.
FL o 1y 0,6'- 0 910 4
Building Permit — Calculation Sheet
Natural Light, Ventilation & Emergency Egress Requirements
Habitable Area of *0, Req.Light Actual " Req. Vent Actual :' a. Sq. Ft. Remarks
o o t�,
Room Room >>,�,; 8/o of Room Light •�- 4/o of Room� Vent t�. Opening for
in Area Square -c Area Square Egress
Square `s Footage Footage 4ri
Feet
F
2 4rG3 ;4 ! 8 2D..3 u �� �7'� l�, ' 22%G 43�f�
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C—x-Mvs,"®rr 1,020 1p 14f 4 ' $ 2 r� % r.43�Q
M1010M 22'7. 5 18.2 1,05, '7 041.E � 31>ALx ?s/
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L:\SueHemingway\Building.Pennit.FORMSWat.Light.Ventil.Calculation.Sheet.doc
RECEIVED
i
WINDOW SCHEDULE NOV 14 2005
TOWN OF QUEENSBURY
a Site/Address: �0 S>��'m� ��� Dates: ��'��� BUILDING AND CODE
rner: 1c'►e d4RO KP1A,W4 Application No. - �
indow Window Window Unit or Rough Rough SQ.FT, SQ.FT SQ.FT. Clear Clear Special Hardware
nber or Manufaturor ModellType Stock Openin Opening G1assNis Egress/Cle Opening Opening or Instructions
:ter on Name Numbe g Height Ible Vent ar Width in Height
plan , Call Width Light Opening Inches In Inches
Size
vr�� Cr15 'a r w" 4 9 4'P-L 14, 4 13i--'� .3 !/,5
G24 .4�d AD
=a .J, 3,3' .�`, / 43YS
Psac G44 4-4) *44 /D,D 4,0 614 20'71 5Z 4 9 Y
vaL cc, owl 3Cx0 3'z`` SZ" _ — .36" Ll�G '' - u P,Its I�n� Irk
Example Entry
A r Andersen Narroiine 3062 3' 2 6'5 '/z 15.30 8.36 6.01 34 24 15/35" Tempered
Double 1/31, 11116 Glazing
Hun
>ocuments and Settinsslsue\Local Settings\Temp\Window Schedule.doc