2002-909 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20020909 Application Number: A20020909
Tax Map No: 523400-296-008-0001-032-002-0000
Permission is hereby granted to: MTCHAFLS GROUP LLC THE
For property located at 3 MAYFIELD Ct
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: MICHAELS GROUP LLC THE Garage- 1 Car Detached
10 BLACKSMITH Dr- Townhouse 152,900.00
MALTA NY 12020-0000 Total Value 152,900.00
Contractor or Builder's Name Address Electrical Inspection Agency
Plans&Specifications
2002-909 Lot 43,House No. 3 Mayfield Court- Waverly Place
Construction of a 1,319 sq ft townhouse with a 261 sq ft detached one car garage per plot plan and
specifications. -5%
$210.76 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 07,2003
(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 ueensb r day,November 07,2002
SIGNED BY -----jor the Town of Queensbury.
Vol
Director of Budding&Code Enforcement
Building Permit Application
.town of Qtteensbury-Dept of Community Development,742 Bay Road,Queensbury,NV
(518)761-8256
A permit must be obtained before beginning construction. Permit File No.
No inspection will be made until applicant has received a FCC Paid $
valid building permit. All applicants' spaces on this Rec. Vcc Paid
application must be completed and must appear on the Reviewed .By:
application form.
Applicant: �. .. � Owner:
Address: yv\r, Address:
Phone#(55e)efAA - f i 1 Phone#{ )
ACT 2 5 2002
Property Location: Lot Number: 43 / House Number 3 / r� io �b Ca202I'DO11FQ EENSBURY
Subdivision Name: — Tax Map Number —. D-�E
New Building: residence /commercial Estimated Market Value of Construction: $
❑ Addition: residence/ conunercial If an Addition,what will use of new addition be?
❑ Alteration: residence/ commercial
0 No change to exterior size: .residence/coni'l
❑ Other work(describe )
C'hecic Occttpancylni'or'lrlatiou 1`r Mom- 2"' Floor Othen floor Total
Below sq. ft. sq. ft. sq.ft-. Square leeet
❑ Single family dwelling
❑ Two family dwelling
)" Townhouse
❑ Multifamily dwelling
#of units
❑ Office
❑ Mercantile
❑ Manufacturing j
1 car detached garage a
`❑ 2 car detached garage
❑ 3 car detached garage
❑ 1 car attached garage
❑ 2 car attached garage
❑ 3 car attached garage _
❑ Storage building-
commercial
❑ Storage building-
residential
❑ Other
Will any second-hand or ungraded lumber be used? If so, for what?
Type of I leating System: electric/ oil t gas wood /forced hot air/ baseboard 1 other:
Number of Fireutrrces to be installed Number of Woodstoves to be installed
---�--- LisLb_ele�w the persou(s)responsible-Cor-_cuper-vision-of work-as regards to-building-codes: - - --- - ---
Name Address Phone Number
�..,ur,a.,Cr I-"tiG�c�1S��i.�. 1�?12�A'LG4:'--'�Y\'a-�^s
kaz
AWE
Mason � fi���=srns� �C►. ��3 11CAt-rs PaxA,- 153
�ICCtriClall �'��.��-1l.' t-i(li.-•�il(_lL E��Z,-{;1���'S��-3j- �,"-C���'ZZ _
Declaration: please sign below after you have carctidly react the slalcarent:
To the best of my knowledge the staternents contained in this application,together with the plans and specifications
submilted,arc a true anti complete statement of all proposed work to be done on the described premises and that all
provisions of the 13trilding Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied
with, whether specified or noted, and fhaf such work is authorized by(lie owner. Further, it is understood that 1/we shall
submit, prior to a Certificate of Occapancy or Certificate of Compliance being issued,as requested by the Zoning
Administrator or Director of" uiltling anti Cod ,an ASBuilt Surver by a licensed surveyor;drawn to scale,showing actual
location of all ucty o 1struc
Signature: __ _ owner,owner's agent,architect,contractor
ibWN OF•UEENSBURY
���
HIGHWAY Richard up Superintendent
Highway Superintendent
DEPARTMENT
Home(518)798-5127
742$ay Road • Queex sbury,NY 12804 Michael F Travis
Office_Phone: (518) 761-8211 Deputy Highway Superintendent
Fax: (518) 745-4466 (518)798-0413
DRIVEWAY PERMIT
DATE: CC�66_%- Inc- ?=-L RECEIVE®
APPLICANT NAME: t� Sr�r G7 OCT 2 5 ZOOZ
TELEPHONE NO.: mil$~ �(p3�,� TOWN OF QUEENSBURY
19
BUILDING AND CODE
ADDRESS TO BE INSPECTED:
RETURN ADDRESS: tal .�m►t ' �, .
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
{ ) Level with the road
( ) Deep swale
Size pipe to be used(if necessary)
( )12" ( )15" ( )18" ( )24" ( )36"
Preliminary inspection completed by DATE
Approval by Highway Supt. Deputy Supt
Upon completion,please resubmit this approved permit for a final approval.
STEP 2: { } Final Approval
( ) Rejected
DATE:
Richard A. Missita;Highway Superintendent
Project Name:
` BP#
Address:
Building Pernut Submission
Mutt L-Dtw&rg FS Carrptw"P74ecb
Checklist
All items below must be checked either yes,no or not applicable prior to submission of any building
permit to the Town of QueensburyBuilding Department. -If any of the below items are lacking,the permit .
will not be accepted until such time as the application is deemed complete for submission.
1. Building Permit Application Completed......... ... ~......... ... ...... ... ..... Ono Qn/a
2. Energy Form or CheckMate Energy} Code Compliance Forms Complete Ono Qn/a
3. Energy Code Inspector's Report from Checkmate Program...... .......... 1nyes ❑no [:]n/a
4. Septic application completely-filled out(if applicable)...... ... ....:.... :.. ❑yes Ono < n
5. Electrical Inspection Form.......i....... ...... ... ............ ......... .: Ryes [_]no Qn/a
6. Two(2)sets of plans showing the following: . ............ ............. ... ...... Oyes [-]no Qn/a
6a. Floor plan(s)::. ...... ............ ...... ... ... ......... ......I... ... ... ... ayes Qno nn/a
6b. Foundation plan... ............ ......... :.. ............:.................. Oyes Qno Qn/a
,
6c. Cross section(s)............ ...... ...... ... ... ...... ..:................ ... ... Oyes_ Qno ❑n/a
6d. Elevations ...... ... ............ ... ......... ... ......... ... ...... ... . [:]yes Ono ❑n/a
6e. Design loads including floor,snow load,and wind load...... Oyes Ono Qn/a
6f. Seismic design(required after Jan. 1,2003)......... ❑ye ❑ ❑......... ... ...... s no n/a .
6g. Plans signed byregistered'architect or engineer,signed... ... .... Oyes- Ono Qn/a
and sealed by a registered architect or engineer
6h. Window and door schedule... ......... ............... ............... Oyes Ono ❑n/a
7. Two(2)site plans showing location of the structure to be built}... ...... ?qs
Ono Qn/a
location of well or water lines,location of septic system or sewer line with
all setbacks and separation distances shown,and all improvements to
the property,
8. Solid Fuel Burning or Gas Appliance Form(if applicable)......... ....... Qyes Qrio
9. DrivewayPermit... ............ ...... ..."......... ... ..:............ ...... ... ... ❑no ❑n/a
Date: ll 6 r
Staff Initial•
L:\SueHemingmy\Bunding.Pennit FORMS\Generic Check6tdoc
Permit Number
MECcheck Compliance Report Checked By/Date
Proposed New York State Energy Conservation Construction Code
MECcheck Software Version 3.3 Release lb
Data filename:C:\Program Files\Check\MECcheck\3Mayfield.cck
TITLE:WP320 Chickory
COUNTY:Warren RECEIVED
STATE:New York
HDD:7635
CONSTRUCTION TYPE:Multifamily OCT 2 5 2002
HEATING TYPE:Non-Electric TOWN OF QUEENSBURY
DATE: 10/21/02 BUILDING AND CODE
DATE OF PLANS: October 21,2002
PROJECT INFORMATION:
F3-Ma—yfi—eld C—ourr--1
COMPANY INFORMATION:
The Michaels Group
10 Blacksmith Dr.
Malta,NY 12020
NOTES:
Base House
COMPLIANCE:Passes
Maximum UA=336
Your Home=262
22.0%Better Than Code
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Raised or Energy Truss 1331 30.0 0.0 43
Wall 1:Wood Frame, 16"o.c. 1227 19.0 0.0 60
Window-L:Vinyl Frame,Double Pane with Low-E 120 0.380 46
Window-N:Vinyl Frame,Double Pane with Low-E 6 0.380 2
Door 17:Glass 61 0.350 21
Door SL:Glass 8 0.570 5
Door IA: Solid 20 0.230 5
Door 20: Solid 18 0.230 4
Basement Wall 1:
Solid Concrete or Masonry,7.6'ht/6.6'bg/6.0'insul 1140 0.0 11.0 74
Window 2:Vinyl Frame,Double Pane 4 0.560 2
Furnace 2:Forced Hot Air, 80 AFUE
I
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 Proposed New York State Energy Conservation Construction Code requirements.
Builder/Designer Date
r•
MECcheck Inspection Checklist
Proposed New York State Energy Conservation Construction Code
MECcheck Software Version 3.3 Release I
DATE: 10/21/02
TITLE:WP320 Chickory
Bldg.
Dept. I
Use
(
Ceilings:
[ ] ( 1. Ceiling 1:Raised or Energy Truss,R-30.0 cavity insulation
Comments:
I Insulation must achieve full height over the plate lines of exterior walls.
I
I Above-Grade Walls:
[ ] ( 1. Wall l:Wood Frame, 16"o.c.,R 19.0 cavity insulation
Comments:
(
Basement Walls:
[ ] ( 1. Basement Wall 1: Solid Concrete or Masonry,7.6'ht(6.6'bg/6.0'insui,
R-11.0 continuous insulation
( Comments:
I 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
I Windows:
[ ] I 1. Window-L:Vinyl Frame,Double Pane with Low-E,U-factor:0.380
I For windows without Iabeled U-factors,describe features:
I #Panes Frame Type Thermal Break?[ ]Yes [ ]No
I Comments:
[ ] I 2. Window-N:Vinyl Frame,Double Pane with Low-E,U-factor:0.380
I For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
[ ] I 3. Window 2:Vinyl Frame,Double Pane,U-factor:0.560
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
I
Doors:
[ ] I 1. Door 17:Glass,U-factor:0.350
#Panes Frame.Type Thermal Break?[ ]Yes [ ]No
Comments:
[ ] ( 2. Door SL:Glass,U-factor:0.570
#Panes Frame Type Thermal Break? [ ]Yes[ ]No
I Comments:
[ ] I 3. Door IA: Solid,U-factor:0.230
Comments:
[ ] I 4. Door 20:Solid,U-factor:0.230
I Comments:
I
Heating and Cooling Equipment:
[ ] 1. Furnace 2:Forced Hot Air,80 AFUE or higher
Make and Model Number
Air Leakage:
[ ] 1 Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be Type IC rated and installed with no penetrations,or Type IC or non-IC
rated installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible
materials and 3"clearance from insulation.
Vapor Retarder:
[ ] ( Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
( equipment must be provided.
[ ] Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
Duct Insulation:
[ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11.
[ ] ( Return ducts in unconditioned attics or outside the building must be insulated to R-6.
[ ] ( Supply ducts in unconditioned spaces must be insulated to R-11.
[ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
Duct Construction:
[ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g.(500 Pa).
[ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] ( Air filters are required in the return air system.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
Electric Systems:
[ ] Separate electric meters are required for each dwelling unit.
Fireplaces:
[ ] ( Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code of New York State,the Residential Code of New York State or
the New York City Building Code,as applicable.
1
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.
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.
i
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55°F 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) Un 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 L5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HYAC Pipes
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System T}pes 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)
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MAP
REFERENCE:
WAVERLY
PLACE SUBDIVISION
DATED
AUGUST 24, 2000
LAST REVISED
JANUARY 19, 2001
BY VAN
DUSEN & STEVES
LAND
SURVEYORS, LLC Y
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AVER
L y
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P L A
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R'1826•00
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CRUSHED STONE
o.
43
'oo m 12,696 sq.ft
1 0.29 acres
129.44'
2---
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S08011'54"W
H.O.A. PROPERTY
At
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D
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Ste-ves
Land Surveyors
169 Haviland Road Queensbury, New York 12804
(518) 792-8474 New York Lie. No. 50135
9AUUTM WED ALTERATION DR ADITIM TO A WRWY
NAP "EAMNO A UCENSED LAND SURVEYORS SM IS A
WLAMI OF SECTION 7205, SUS-DM91011 Z OR THE
NEW YOM( STALE EDUCATION LAW
VICYGIJFlH MOM ME OMDSUi.OFTMD 9UMRY
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TMs suevcY MAs PIIEPARED Si ACCORDANCE wTN tNE
COSTM COOS aF PRACTICE EDR LAND S PAYORS ADOPTED
LAND SURVEYORS. SAS) CER71FlCA1KNq SNAIL RUN pR.Y
BM"W"IL xAhN'A�'a "`
TO $0 ALF FOR NMOY 111E SURVEY R PREPARED, AND
dl NIS EENAtf TD 1ME 1111E CCIIPANY, WVileWEN7Al
"W'"' AM IE"D"'D M>s"T�A,IDN 1SfED HIMOK AM
roTKAorT��
Map of a Survey made for
MARY ANN BENDER
Town of Queensbu Warren County, New York
�' y
ate, 4, 2003
.
Scale 1 =30
_ i
� � Vr'
1
4/22/03
DRIVEWAY LOCATION
BENDER
DWG. NO. 99312-43
NO.
DATE
DESCRIP77ON
0() �—
Residential Final Inspection
Office No. (518) 761-8256 Date Inspection reques ei3 !`
Queensbury Building&Code Enforcement Arrive: ` .�q a D art: a m
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial .
NAME: 1 l�l � P T#:
LOCATION: TE: ,
TYPE OF STRUCTURE: 11
Comments
N NIA
Chi ey Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof
Roof Com fete
Guard 30 in.or more @ stairs,decks,patios
Guard at stairwell at 34 in.or more
Guard at deck,porches 36 in.or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
8 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30,ft. or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
-Low water shut-off boiler
Relief Valve(s)installed
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing
Window in stairwells safety glazing
Interior,
Dettictors:
Ever level: / / veryBe room:
Outside every bedroom ea:
Inter Connected: 1 Battery backup:
Bathroom Fans,if no window
Carbon Monoxide detector
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
3f hour fire door/door closer
Garage fire roofin
Duct work Sealed pr2perly
Attic access 30 in.x 24 in,x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 s .ft.-150 s . ft.vents
Building No./Address visible from road
Final Electrical .
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Flood Plain Certification,if required
Okay to issue C/C(Cert.Of Compliance)
Okay to issue Temporary C 1 O(Cert. Of Oeciz anc
Okay to issue Permanent C/O(Cert. Of Occu anc
L:1SueHemingwaylBuilding.Codes.Inspection.FORMSIRes.Final Insp.form 2.doc edited January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection req s rec
Queensbury Building&Code Enforcement Arrive: a p Depart: a pn
742 Bay Rd., Queensbury,NY 12 804 Inspector's Initia
NAME: T#:
LOCATION: PECT ON:
TYPE OF STRUCTI
Comments
LtM-
Y N N/A
Footings
Kers
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 of 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.
LASuellenringwayT uilding,Codes.Inspecti on.rORMSToundation Inspection Report,doc January 28,2003
Rough Plumbing /Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: axn/� p art Z)~*AVpm
r A
742 Bay Road,Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#: OLA
LOCATION: 73/1�6 A,, IZ_Ar3�5 INSPECT ON: vh �Id�1421 3
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3,R-4 Drain I Vents
Cast Iron,Copper Drain/Vent Comm.
Plumbing Vent Vents in Place
Rough Plumbing/Nail Plates
Head or Air Supply Test
Drain and Vents
5 PSI or 10 ft. above highest
Connection for 15 minutes
Water Supply Piping
Copper Commercial
_iCappeZ,CPVC,Pex One &Two Family
Residential Check/Commercial Check
-Proper Vent, Attic Vent
Cc—\ C_
Duct/Hot Water Piping insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct Work Sealed Properly
COMMENTS:
-L.\Sucliemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003
Rough Plumbing Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
De
Queensbury Building&Code Enforcement Arrive: am/pm C� je: an-i
.!Zj /pm
742 Bay Road,Queensbury,NY 12804 lhspect�r A'sitials: ,,
NAME: PERMIT#:
LOCATION: INSPECT
N(j TON:
TYPE OF STRUCTURE:
am/pm
Y N N/A
PVC: R-1,R-2,R-3,R-4 Drain Vents
Cast Iron,Copper Drain Vent Comm.
PI ing Vent/Vents in Place
ough Plumbing/Nail Plates
Head or Air Supply Test
Diain and Vents
5 PSI or 10 ft. above highest
Connection for 15 minutes
Water Supply Piping
Copper Commercial
Copper, CPVC,Pex One &Two Family
Insulation/Residential Check/Commercial Check
Proper Vent, Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct Work Sealed Properly
COMMENTS:
-L."Iuel-lemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 'Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: jj
j5pow—V
0
cl PERMIT#:
NAME: -0 7-
LOCATION: �Y-i d INSPECT ON:
p Maw
TYPE OF STRUCTURE: jk��— 2 Tn Irl 010S
—Y N N/A COMMENTS
min
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 1/2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
,Fire separation,1,2,3 hour
`P-`!n'e7a`t1on sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side V2 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-ASueHernin gway\B ui Iding.Codes.Inspection.FORM S\rranri ng Firestopping Inspection Report.doc January 28,2003
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Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm
742 Bay Rd:.Queensbury,NY 12804 Inspector's Initials: `
NAME: Wt�l, &.& PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
i
Monolithic Slab cj
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.
Fo dation/Wallpour
enforcement in Place
6oundation,Dairipproofing
Foundation./Waterproofing
Type of Dampproofmg/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
l
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
/0 A-
FoundationInspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/'-
epart: _am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's lnitials.zp-J2�
NAME: PERMIT#: 9 nC)
LOCATION: INSPECT ON: -3
TYPE OF STRUCTURE:
Comments
Y N N/A Comments
Kotings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible
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 Darapproofing
Foundation/Waterproofing
Type of Dampproofmg/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.
Foundation 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: -A caaLo PERMIT#: Ora —010 91
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
ootings f goil
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received: IJ
Queensbury'Building&Code Enforcement Arrive: am/phi - Depart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials�YLL--'�
NAME: #A/C1ffffb/-05 PERMIT#:
LOCATION: U4 e INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
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.
90 t, C4
RECEIVED
OCT ?, 2002 (23
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