2012-499 .4111h, TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
dor
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20120499 Date Issued: Friday, May 23, 2014
This is to certify that work requested to be done as shown by Permit Number P20120499
has been completed.
Location: 31 GARNER St
Tax Map Number: 523400-309-011-0001-052-000-0000
Owner: CHRISTOPHER PATTEN
Applicant: CHRISTOPHER PATTEN
This structure may be occupied as a:
Garage Attached By Order of Town Board
Single Family Dwelling TO OF QUE NSBURY
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 Planning Board Director of Building&Code Enforcement
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: P20120499 Application Number: A20120499
Tax Map No: 523400-309-011-0001-052-000-0000
Permission is hereby granted to: CHRISTOPHER PATTEN
For property located at: 31 GARNER St
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. Tyke of Construction Value
Owner Address: CHRISTOPHER PATTEN Garage Attached
7 JACKSON Rd Single Family Dwelling $95,000.00
SO. GLENS FALLS,NY 12803-000( Total Value $95,000.00
Contractor or Builders Name/Address Electrical Inspection.Agency
Plans&Specifications
2012-499
Single Family Dwelling
1,380 sq ft w/2-car Garage,attached 484 sq ft
$348.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,January 09,2014
(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 of Queensbury; Wednesday,January 09,2013
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
0.k TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
}
BUILDING PERMITa‘\(-(1\
Permit Number: P20120499 Application Number: A20120499
Tax Map No: 523400-309-011-0001-052-000-0000
Permission is hereby granted to: CHRISTOPHER PATTEN
For property located at: 31 GARNER St
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: CHRISTOPHER PATTEN
7 JACKSON Rd Garage Attached
SO. GLENS FALLS,NY 12803-0000 Single Family Dwelling $95,000.00
Total Value $95,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2012-499 Renewal Fee paid 12/23/2013
Single Family Dwelling
1,380 sq ft w/2-car Garage, attached 484 sq ft
$348.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,January 09,2015
(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 Tow of Qu sbu ° tie/ia January 09, 2013
41
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
OFFICE USE ONLY
TAX MAP NO. 3 O C? PERMIT NO. /0). <1 9q Date
Qw OCT
FEES: PERMIT' )- (> RECREATION ) 2
StarnOl2 tNGINEERING
(If applicable)
PRINCIPAL STRUCTURE:
APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW
BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION.
APPLICANT/BUILDER: 0.11)Yi S Po2t1€n (,h Kt 1 Pa,d ,11 Jackson RooJOWNER:
ADDRESS: S• (yY)S Fails, nAl (1$O 3 ADDRESS: Sa-fr Q�
PHONE NOS. (57 0 '7 q(p - Li6 S[. - PHONE NOS. Sc,L e.
CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: ch s Pcc en PHONE:(6) 7 9(0 - g6,sz71
LOCATION OF PROPERTY: 31 G-0-ritte(S-f-,re�-e- 1 1 1 N L/
HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ,41 YES 0 NO
IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: k.. -e-Valiance NO. 31 --Jo 1a 'laa/la
PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:
CHECK ALL THAT z
o
APPLY TO YOUR z O •
d d o I w
PROJECT O ,� O O CO
a 0L. E'' L w CC ¢ a. i
0
w o -' O Nd O O1- cYwz
Z < < '— Cf) 1— U. 11 105
SINGLE FAMILY .,/ -,
- - , n0- nc� 1, 33C5, ap' (p "
TWO-FAMILY
,if 2-1
MULTI-FAMILY
(NO.of UNITS )
TOWNHOUSE
BUSINESS OFFICE
RETAIL-
MERCANTILE
FACTORY OR
INDUSTRIAL
ATTACHED ii �0
GARAGE(1,2,3) '�2 1'1. n D� n D-- $ I l � O 1
OTHER
IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: /1//41
ESTIMATED C NSACTION COST: 95,000 FUEL TYPE: NOJ1JVO k &aS
HEAT TYPE: ROf/ 1 '1 *HOW MANY FIREPLACE(S): 0 AND/OR WOODSTOVES(S):
ZONING CATEGORY: MS ARE THERE WETLANDS ON THIS SITE? I`•IO
IS THIS A HISTORIC SITE? 1\)U
PROPOSED USE OF BUILDING OR ADDITION: S)Y9!-€ (armt,l Li
DWel l I r7
*Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office
B 3-LGL 11-05
ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? No
ARE THERE EASEMENTS ON PROPERTY? NO
I acknowledge no construction activities shall be commenced prior to issuance of a valid
permit. I certify that the application, plans, and supporting materials are a true and
complete statement/description of the work proposed, that all work will be performed in
accordance with the NY State Building Codes, local building laws and ordinances, and in
conformance with local zoning regulations. I acknowledge that prior to occupying the
facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand
that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read
/ ree tot above.
Signed
Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes
or septic systems)
Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process,
application requirements or to schedule an appointment)
Permission is hereby granted to the above This application / proposed action described
Applicant to erect or alter the building herein is found to be in accordance with the
described herein in accordance with said zoning Laws of the Town of Queensbury.
Application:
BUILDING & CODES APP OVAL ZONING APPROVAL
t�
DATE
DATE
QUESTIONS? CALL 761-8256 OR EMAIL
codes(aqueensbury.net
Office Use Only
VISIT OUR WEBSITE FOR MORE INFORMATION
Operating Permit Issued: Yes No www.aueensburv.net
Occupancy Type: R-3 Construction Classification: � �,
Assembly Occupancy Limit: Special Conditions:
Revised 4/14/2010
OFFICE USE ONLY
D�4� OC) > 2 2012
TAX MAP NO. . I�`�
__ PERMIT NOk / /PERtvlET FEE_ _
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT:
• A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE� O,,F A VALID PERMIT. \ L
OWNER: l- 11 5 ea t?r I INSTALLER: .., 1--- ) /� k(CAC c4 0-41c n
ad
ADDRESS: S. ( OSYI /s,/o f /2B 03 ADDRESS: r7 k e r1 �L- ,� aLee'ii 6LviL1 !L."y
PHONE NOS. (6 I O) 'I"t -46 5-14 PHONE NOS.
3 I
LOCATION OF INSTALLATION: C'�G)Cri-e I- -e`e_f
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINDER
1980 or older X • 150 = INSTALLED? f'JO
1981 -1991 X 130 = SPA OR HOT TUB
1992-present X 110 = I l e INSTALLED? ND
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING 1 STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH? /2
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft)
✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpg
(Test to be completed by a licensed professional engineer or architect)
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).
TANK SIZE: - GALLON(MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for
each garbage grinder,spa or whirlpool tub.
SYSTEM TYPE: C , �r
U*ABSORPTION FIELD(WITH NO.2 STONE) Total length 1 -1( ft. Each trench ;� X
0 SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size?
0 ALTERNATIVE SYSTEM Bed or other type?
0 HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN
APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval
granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant,shall be void.
I have read the regulations with respect to this application and agree
to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sani ry ewage Dispgsal Ordinance. codesc queensbury.net
L, ✓ l I C//2 VISIT OUR WEBSITE FOR MORE INFORMATION
¢ Z�
Signature of Person Responsible Date www.queensbury.net
Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804
-1-D -III ui
0
Revised 4/14/2010
Town of Queensbury a ` 1��
Highway Michael F. Travis
Department Highway Superintendent
742 Bay Road, Queensbury, NY 12804 Home (518) 798-0413
Office Phone: (518)761-8211 OCT 2 2 2012 Thomas R.Vanness
Fax: (518)745-4466 Deputy Superintendent
Home (518) 745-0929
www. Queensbury.net
DRIVEWAY PERMIT
Date: / D hrAz
Applicant Name: 0_111;1 s Pa-eh
Address to be inspected: 31 e-1.rmei-s`IY'€e+� m s b uif
Return Address: 1 J a d(SC3l SU 6-evis rod-is Wq 12113
Applicant must show exact location and width of driveway(s) to be connected.to the highway by placing
stakes at the specified location.
The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following
action has been taken:
Step 1: ( ) Preliminary Approval
Need: .( ) Slight swale
( ) Deep swale
( ) Level with the road
( ) Level with the top of the paved wing
Size culvert pipe to be used (if necessary)
( ) 12" ( )15" ( ) 18" ( )24" ( )36"
Preliminary inspections completed by: Date:
Approved by Higway Supt: Deputy Supt.:
Upon completion, please resubmit this approved permit for a final approval.
Step 2: ( ) Final Approval
( ) Rejected
Date:
Michael F. Travis, Highway Superintendent
Thomas R. Van Ness, Deputy Highway Superintendent
Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804
Final Survey Inspection
Dept. of Community Development
Town of Queensbury
742 Bay Road
Queensbury,NY 12804
Date received: . ?-)y
NAME: 13C-1)
LOCATION: 3 / (,.,-a r P f--
PERMIT
PERMIT#: f c)- 9 99
Final Survey Plot Plan
Approved Denied
The attached final
survey has been
received by the
Dept. of
Community
Development.
Upon review the
survey has b:. :
Craig : own, Zoning Administrator
Notes:
L:1SueHemingway\Building.Codes.Inspection.FORMS\Final Survey
Zoning Administrator.doc
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Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518) 761-8256 Arrive: am/pm Desart: I/ •45 am/pm
Date Inspection request received: Inspector's Initials:
?NAME: V � \ �� PERMIT#: 'Z, ,:
LOCATION: ' l Uf}cr:hlJ R DATE: �'�7' 4
TYPE OF STRUCTURE: 2.2) t_
J Comments:
Yes No N/A i
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake V17/*
3 inch Plumbing Vent through roof minimum 18 inches tizr
Roof Complete/Exterior Finish Complete
Platform at all exterior doors ✓
Handrail 4 or more risers
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
Deck Bracing/Handicapped Ramp Compliant 7„,
Grade away from foundation 6 inches with 10 feet V
6 inch clearance to sill plate V
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors I main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing 1 Winin stairwells safety gl zing
.cleInterior Smoke D ors I Carbon Monoxiqi Detectors
Every level: Eve ry Bedroodm: V
Outside every bedrooea:
Inter Connected: ✓✓✓✓✓✓ Battery backup: / /
Attic access 30 inches x 22 inches x 30 inches (height) in accessible area �/
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents /
("".
Bathroom Fans, if no window
Plumbing fixtures V
Foundation insulation to floor 1 Sticker on Panel
Duct work sealed properly/Blower Door Test Certification
Floor truss,draft stopping finished basement 1,000 sq.ft. 7------t_____. -4--1,--i--c,egress below grade
Gas Furnace shut-off within 30 feet or within line of site / Tom'
Oil Furnace shut-off at entrance to furnace area 17 - �, -S �
Furnace/Hot Water Heater operating C)--K,C)--K, C.> . -�,v u�
Low water shut-off boiler / 7
Relief Valve(s)installed/Heat Trap!Water Temp 110 v �l�
Enclosed Stairs Sheetrock Underside minimum%"Gypsum [,
V
Basement stairs closed rise >4 inchesit\ t ti
Garage Floor Pitched ,�
Garage fireproofing/3/4 hour fire door/door closer i! 7 1 ]'-\'(t�
Gas Logs in Sealed or Glass Enclosure
Final Electrical; Energy Saving Light Bulbs 50% A 1 _______„
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles 7
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required � ;/�
Flood Plain Certification, if required V/
Okay to issue C/C or Cl 0 [Temporary/Permanent]
L:\Building&Codes Forms\Building&Codeslinspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised
January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. V/
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Pen-nit No.].. C 28641 Cut-in Card No.....................................
Owner................
Location.....I/
z��l................................
..........
Installation Consisting of
..... ....................../....................... .................
4 ..............................................................................................
...........I....
.............................................. .........11..........................................................................................................
4
Installed By............. -
... .................................................................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 makin i ctions at any time, and if its
rules are violated,the Company shall have the right to r o this rti te.
re
'o
.... ............... INSPECTOR.............. 0 .. ..... ............................................................
Member N.F.P.A.,I.A.E.I.
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p Depart..31 am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials•
NAME: PERMIT#: -`\`-t 1
LOCATION: INSPECT ON:
TYPE OF STRUCTURE: .
Comments
N N/A
Footings f
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
Rough Plumbing I Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am/p Depart: m/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: ', PERMIT #: 4Cck
LOCATION: INSPECT ON: •
TYPE OF STRUCTURE:
Y N N/A
Rough Plumbing /Nail Plates
Plumbing Vent/Vents in Place
1 Y2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet I 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 I Head
50 P.S.1 for 15 minutes
Insulation I Residential Check/Commercial Check
Tyvek or Similar Exterior Sealant
Proper Vent, Attic Vent
Door/Window Sealed (No Insulation)
Duct/ Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly I No duct tape
`MJF jL
COMMENTS: ��`� _
Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518) 761-8256 Arrive: am/pm Depart: l L
Date Inspection request received: Inspector's Initials: .1.1►
GP.
NAME: � b PERMIT#: '—
LOCATION: DATE: ,�
TYPE OF STRUCTUR : V «' A
Comments:
Yes No N/A
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent throu; roof minimum 18 inc es
Roof Complete/Exterior F i Complete
Platform at all exterior doo -
Handrail 4 or more risers
Guards at stairs,decks, p-tios ore than 30 in. es above grade
Guard at stairwell at 34 in, es • more , (�
Guard at deck, porches ; inche- or more �— d 14 U /)
Handrail Termination at N-well P'st or Wall
Interior/Exterior Railings • inche• to 38 inc -s
Deck Bracing/Handicap.-• Ram Compli: t
Grade away from found- •n 6 in -s with 0 feet F6 inch clearance to sill pla a
Gas Valve shut-off expos:• /regula,•r 1: inches above grade
Interior privacy/trim/d•• • /main e'tra ce 36 inches /►
Bathroom/Kitchen watert ght
Safety glazing/Window i stairwells : -ty glazing
Interior Smoke Detectors Carbon Mo •xide Detectors
Every level: Eve Bedroom'
Outside every bedroom ar•a:
Inter Connected: Battery b- p:
Attic access 30 inches x 2. inches x .0 i ches(height)in accessible area
Crawl Spaces 18 inch x 24 inch a• :-s, sq.ft:150 sq.ft.vents
Bathroom Fans,if no wind i w
Plumbing fixtures
Foundation insulation to fi•or/Stic :r on "anel
Duct work sealed properly Blower II oor T-st Certification
Floor truss,draft stopping fi ished 'aseme 1,000 sq.ft.
Emergency egress below g -de
Gas Furnace shut-off within 0 fee.or withi line of site
Oil Furnace shut-off at entre ce to urnace -a
Furnace/Hot Water Heater o -rati
Low water shut-off boiler
Relief Valve(s)installed/He- Tra 4/Water T-mp 110
Enclosed Stairs Sheetrock U •ersi a minimu V2"Gypsum
Basement stairs closed rise> • inc es
Garage Floor Pitched
Garage fireproofing/'A hour fir, door/door cl'ser
Gas Logs in Sealed or Glass E closure
Final Electrical; Energy Saving L. t Bulbs 50°/
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces 1 Tamper P ••f Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection rcker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C l 0[Temporary/Permanent]
L:\Building&Codes Forms\Building&Codesllnspection Forms\Residential Final nspection Form_revised_100405.doc; Revised
January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11
THERMAL ASSOCIATES
Quality. Comfort, Satisfaction,
Thermal Associates
21 Thomson Ave.Glens Falls, NY 12801
518.791►. ®Vf j ! V■
Patten Property Management
7 Jackson Road
South Glens Falls, NY 12803
518-796-4654
We, Thermal Associates, performed a blower door test the project at 31 Garner St., Queensbury,
NY, to determine the air changes pediote4tgr Patten Property Management on March 20, 2014.
Testing procedure performed as per ASTM E779.
The result of the test is: ( 2050 CFM50 x 60 Minutes) / ( 31,104 cubic feet ) =
3.95 ACH50
Adam DeVit
Blower Door Tester
Thermal Assoc.:- ®A< o
www.thermalas'sociates.com
Paid Check# 1024 3/20/2014
Rough Plumbing I Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am/pm part: m/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _�
NAME: ?"17 -"ri" PERMIT #: -.2 (5(2 _ .
LOCATION: 3 C �� �' - INSPECT ON: i t) / i Li-
TYPE
TYPE OF STRUCTURE:
Y NJ�►
Rough Plumbing Nail
Plumbing Vent/Vents in Place
1 % inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout eve 100 feet/chan.a 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
Insulation / Residential Check/Commercial Check
Tyvek or Similar Exterior Sealant
Proper Vent, Attic Vent
Door/Window Sealed (No Insulation)
Duct/ Hot Water Piping Insulation
If r uired unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape
COMMENTS: C 4- t k U'
–C�� V4
Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008
--r (AQ s /b --/4
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: 16!A am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: C�- PERMIT#:
LOCATION: kf3 j 60Po gr S1- INSPECT ON: /-1)—//
TYPE OF STRUCTURE: .S 3
Y _141e‘N/A COMMENTS:
Framing
Attic Access 22" x 20" minimum
Jack Studs/ Headers CS\f Mil)
Truss Spec'fication Provided
Bracing Bridging P7Q
Joist hang
Jack Posts/ Main Beams , " 1AEi
Exterior sheeting nailed properly
12" O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/ Holes /Bearing Walls
Metal Strapping for Notches Top Plate
11/2 (w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice ans 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 1/2 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
Design Professional Sign-off, If required
Framing Firestopping Inspection_Revised_02 05 13
llf4S /6 -i
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am/pm Depart: i,f0 am/pm
___
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ((J,
NAME: rat/63,1 PERMIT #: <10/61
LOCATION: 3) ETc?;o,_r- s+ _ INSPECT ON: /.- 7-
TYPE OF STRUCTURE: 3 F
Y 4 N/A
Rough Plumbing /Nail Plates
Plumbing Vent I Vents in Place
1 Yx inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet I chime 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 th/
Air/Head
50 P.S.I for 15 minutes
Insulation /Residential Check I Commercial Check
Tyvek or Similar Exterior Sealant
Proper Vent, Attic Vent
Door/Window Sealed (No Insulation)
Duct/ Hot Water Piping Insulation
If required unheated spaces _
Combustion Air Supply for Furnace
Duct work sealed properly/ No duct tape
*?.141--1A,L ii\)5,L4,,xi-toko -
COMMENTS: ��
Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7, 2008
Framing I Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: a /pm
742 Bay Road, Queensbury, NY 12804 Inspector s Ini ials: /!.
NAME: padlv.J PERMIT #:
LOCATION: (�
StA-- INSPECT ON: /
TYPE OF STRUCTURE:
Y ," N N/A COMMENTS:
Framing ,�
Attic Access 22" x 20" minimum • /
Jack Studs / Headerstf,5�f
Truss Specification Provided
Bracing / Bridging .
Joist hangers �y �„-•
Jack Posts / Main Beams
Exterior sheeting nailed properly
12” O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches / Holes / Bearing Walls
Metal Strapping for Notches Top Plate
11/2 (w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice ans 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 1/2 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
Design Professional Sign-off, If required
Framing Firestopping Inspectian_Revised_02 05 13
' h L& c �w
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Ins ectioA-request received:
Queensbury Building & Code Enforcement Arrive: , \D am/pm
742 Bay Road, Queensbury, NY 12804 Inspect r s Initials: // rLL- '\
NAME: pe:Au ,ry PERMIT#: {I(i.`r
LOCATION: ,31 INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS:
Framing
Attic Access 22" x 20" minimum
Jack Studs / Headers
Truss Specification Provided
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
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches / Holes / Bearing Walls
Metal Strapping for Notches Top Plate
11/2 (w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
-)e Ice ans water shield 24 inches from wall \I 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 1/2 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
Design Professional Sign-off, If required
Framing Firestopping Inspection_Revised_02 05 13
Framing / Firestopping Inspection Report (SCrL'eft-
Office
No. (518) 761-8256 Date Inspection request received: .L;
Queensbury Building & Code Enforcement Arrive: 0 a /p �`�
742 Bay Road, Queensbury, NY 12804 Inspect° s Iffitials:
NAME: i'( : J.cv PERMIT#: ,, — &1q9
LOCATION: 31 INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS:
Framing
Attic Access 22" x 20" minimum
Jack Studs / Headers
Truss Specification Provided
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
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches / Holes / Bearing Walls
Metal Strapping for Notches Top Plate
11/2 (w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice ons 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 1/2 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
Design Professional Sign-off, If required
Framing Firestopping Inspection_Revised_02 0513
44J k•-cat-j, Pe2A,-
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: ?.") t/ _d/
Queensbury Building&Code Enforcement Arrive: am/pm Depart.40 1 A : • pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ‘\:-)
NAME: PERMIT#: ce,l,4 '4/9/
LOCATION: i (i em INSPECT ON: ,1- � , •7/
TYPE OF STRUCTURE: 7 /3
Comments
Y N N/A
Piers
onolithic 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\1nspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Rough Plumbing I Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: 9//
Queensbury Building & Code Enforcement Arrive: am/pm Depart://n Q ,pc am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:6_ •
NAME: [).`sf~1-42-7-\ PERMIT #: 1 Z "
LOCATION: 2.2 ( LAzr j Cr 1 INSPECT ON: 47/E7
TYPE OF STRUCTURE: <'
Y N N/A
Rough Plumbing /Nail Plates
Plumbing Vent I Vents in Place
1 '/z inch minimum Drain Size
Washin• 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
V.1:1ressure Test
Water Supply Piping
Air/Head far uvvA
50 P.S.I for 15 minutes (( 1A- `'i'
Insulation / Residential Check/Commercial Check
Tyvek or Similar Exterior Sealant
Proper Vent, Attic Vent
Door/Window Sealed (No Insulation)
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/ No duct tape
COMMENTS:
Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008
1kLL & dzi,
I --1
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart: -am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: �` PERMIT NO.:
LOCATION: r S T INSPECT ON: `l - I --1
RECHECK:
_ Soil Type: / Loam / Clay -
Comments and/or diagram
Type of Water: al/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/ - Y N N/A
[150'to well required if NO]
Absorption Field: Total length JS > ft.
Length of each trench :46-0 ft.
Depth of trenches ft.
Size of Stone L
Seepage Pits: Number
Size:
Stone Size:
Piping Size Type
Building to tank
`k
Tank to Distribution Box titAlikko
Distribution Box to Field/ Pit > t` Xr'�3
Opening Sealed: Y N
End Cap V N
Inlet/Outlet Pipes& Baffles N
Manholes 12"or less below grade _Y_ N
[provide extension collar if Yes] Y N
Location/ Separations
Foundation to tank fb ft.
Foundation to absorption .?ft.
Separation of Pits'' - .
Conforms as per Plot Plan �/ Y '•`'
Engineer Report and As-Built _Y_ N
ETU Maintenance Contract _Y_ N
provided
Location of System on Property:
Front (Re ,) Left Side fight Side Middle Front Middle Rear
System Use Status:
/Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/p epart: l�� am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: ,
PERMIT NO.: 4-;51:
LOCATION: INSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand / Loam / Clay
Type of Water: Municipal / Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft. `y
Size of Stone
Seepage Pits: Number
Size:
Stone Size:
Piping Size Type , el-Lk-Vs(
Cl�Vs(
Building to tank
Tank to Distribution Box �„
Distribution Box to Field/ Pith
Opening Sealed: N
End CapT N
Inlet/Outlet Pipes & Baffles Y N
Manholes 12"or less below grade _Y N ' "�`
[provide extension collar if Yes] Y N
_ Location/ Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan _ N
Engineer Report and s- , VY N
ETU Maintenance ontract Y N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
S stem Use Stat .:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc
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1 Septic Tank \ f.
I t r Cn 0;4 2 oge 102 noti/itd prior to ennducfng testboting4 emnmtion end cvnstnurion.
\ &Leach Area \ '' C ` Z �; .5. This surrey was prrpamd without the besleAtofan up te date einemtof Nen
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\ , rC - Z 3L : A Rcproductrel or coaxing of this document may be violation of copyright law unkxv
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•> 1 ,I 100' I ---1c7) CIl 7. Acopy etthlsdawmenttrithoutaForce appikationofthesurveyorSanthosscdseal
Lands Now or Formerly of 1 I C .Q "Q slloutdbenaslrmcrfrobrmllurauthod».devpy.
1 '' Proposed 13 II .,� A �.
James R. Davies Concerto .
Book 955 Page 230
Id xR Foundation I +,� rFT&CDt
4 1p die I Z fn
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1 ' -!'--Ix) L Conveyance to Chriatuliprrl.Patten by deed dated amber2b 2010 Ale din the fyanrn County
1 - . 0 29.6T 4 I — G Cleats OffieonAovember1,2010inBoo 4115ofDeedsatl'agel72
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THIRD STREET EXTENSION �. Mop of Proposed Improvements
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Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm De art: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: �, l
NAME: 0 V)r S Pe P_✓N PERMIT NO.: 1,`<I ��
LOCATION: 3 1 l a;(\ Pr -S'1" INSPECT ON: 9—//--%3
RECHECK:
Comments and/or diagram
Soil Type.. Sayn / Loam / Clay
Type of Water: Municipal / Well Water
Waterline separation distance ft.
Well separation distanceft.
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
[150'to well required if NO]
Absorption Field: Total length ft. �� Vqf, gz
Length of each trench —ft. _
Depth of trenches ft. �' t 7 `-
Size of Stone 1
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank IV I,
Tank to Distribution Box A t ZAP
Distribution Box to Field/ Pit
Opening Sealed: Y
End Cap ' ' ‘ N
Inlet/Outlet Pipes&Baffles . N 2-. it5-(1- C<--°M4 fC
Manholes 12"or less below grade Y— N
[provide extension collar if Yes] _Y N -cam
Location/ Separations )�g `moi
Foundation to tank IL) ft. „ yr,
Foundation to absorption ,ft. ��' `”
Separation of Pits ft.
Conforms as per PI an, _Y
Engineer Report an s-Built Y N
ETU Maintenance on _Y_ N
provided
Location of System on Property:
Front Rear Left Side (Right Side Middle Front Middle Rear
S stem Use Statu .
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Repor03 29 10.doc
Foundation Inspection Report — v
Office No.(518)761-8256 Date Inspection request received: C - / /
Queensbury Building&Code Enforcement Arrive: am/p Depart; \ : pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#: - q q
LOCATION: / (,n,� • r`-KJ %INSPECT ON: '5-A,`;//) j
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump ��^�`t �k"-d� �o��w
Footing Drain Stone: l'rd'�
12 inch width t
6 inches above footing
6 mil poly for wet areas under slab :9 \-->R.A5-1,1,La
tackfill Approval
Plumbing Under Slab Qr- `^'Z. p^L-
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
'S �L 3-1 a
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depa am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: /`3 0
NAME: Poit.44" Qn PERMIT#: /a-Ai TY
LOCATION: 1 LJ, r n er INSPECT ON: S-a 2--13
TYPE OF STRUCTURE: Fp
Comment'
N NSA
Footings
Piers . f
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 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\1nspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
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Lands Now or Formerly of 1` .1 !QO' I SD p C�0 li should beacsumcdlobe anlulaoth . y.
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