2013-289 401111ft TOWN OF QUEENSBURY
icw
742 Bay
,Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20130289 Date Issued: Tuesday, February 04, 2014
This is to certify that work requested to be done as shown by Permit Number P20130289
has been completed.
Location: 81 MELDON Cir
Tax Map Number: 523400-289-020-0001-043-000-0000
Owner: MICHAELS GROUP
Applicant: MICHAELS GROUP
This structure may be occupied as a:
Fireplace By Order of Town Board
Garage Attached TOWN OF
QUEENSBURY
Townhouse
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.
064 TOWN OF QUEENSBURY
.04 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20130289 Application Number: A20130289
Tax Map No: 523400-289-020-0001-043-000-0000
Permission is hereby granted to: MICHAELS GROUP
For property located at: 81 MELDON Cir
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: MICHAELS GROUP Fireplace
SUITE 1 Garage Attached
10 BLACKSMITH Dr Townhouse $200,000.00
MALTA,NY 12020 Total Value $200,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2013-289
TOWNHOUSE 1,760 sq ft/ Garage 444 sq ft
1 Fireplace - gas
$418.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 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 To of ens ;//1
�. s �• ly 09,2013
91
SIGNED BY , for the Town of Queensbury.
Director of Building&Code Enforcement
,
r
Q OFFICE USE ONLY ^�
TAX MAP NO.C) g 1 .al) -I--'1 /3 PERMIT NO. / 3-,
FEES: PERMIT 9 R,1.40 RECREATION $ 57, ENGINEERING
'.___PA 50 -0 0-u-k-q-.7 (If applicable)
dw o-
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: -THe- M14t1 S C-ilz OWNER:
ADDRESS: IO BL4W-4At11'r 1:)cz1 MALTA EMY IZOZO ADDRESS: " "
PHONE NOS. 51$'8c12I- G9. 11 PHONE NOS. "
CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 7. t•°(.rsc-Ao PHONE: b`3-1 -31 4 4-
LOCATION OF PROPERTY: sibl t A' *1 Cvctc t,c
SUBDIVISION NAME: l'411.1br1,0 0244S1KIetS
PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:
CHECK ALL THAT z
APPLY TO YOUR z O C7 0
PROJECT o ¢ O O co co._-w
O tY � O =
O W OJ LL W Q a=V
W O . O = C7 1=-1- Ot- Ce LU
Z < < ‘-00 N(n OLL I-U- a=«s
SINGLE FAMILY
TWO-FAMILY
MULTI-FAMILY(NO. )
TOWNHOUSE )( 1 ,1(404 10 bOtIt 27 ' 4/v ssa
BUSINESS OFFICE
RETAIL-
MERCANTILE
I
FACTORY OR
INDUSTRIAL
ATTACHEGARAGE(DO3)
OTHER j
I
41i ? .lA
QTown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS:
ESTIMATED CONSTRUCTION COST: FUEL TYPE: Ars
HEAT TYPE? F I-I . *HOW MANY FIREPLACE(S) I AND/OR WOODSTOVES(S):
ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE?
IS THIS A HISTORIC SITE?
PROPOSED USE OF BUILDING OR ADDITION: SMc,te F-A04IL'e S►�EtvCx
ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN?
ARE THERE EASEMENTS ON PROPERTY?
*Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office
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 and agree to the above.
Signed
Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL
regarding Building Permits, construction codes or septic codes(a queensburv.net
systems)
VISIT OUR WEBSITE FOR MORE INFORMATION
Zoning Administrator: 761-8218 (for questions regarding www•queensburv.net
required permits, the permit process, application requirements or to
schedule an appointment)
This application / proposed action described Permission is hereby granted to the above
herein is found to be in accordance with the Applicant to erect or alter the building described
zoning Laws of the Town of Queensbury. herein in accordance with said Application:
ZONING APPROVAL DATE BUILDING & CODES AP OVAL D
4,111. Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
Fire Marshal's Office
Pe,%61
Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 alae Stamp
Michael J. Palmer, Fire Marshal• Gany Stillman, Deputy Fire Marshal
APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS
Application is hereby made to the Building & Codes Office for the issuance of a Building & Use Permit
pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply
with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and
also will allow all inspectors to enter premises to perform required inspections.
IMPORTANT NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED.
OWNER:I I4 M%CM AeS-C:i1Z41.P Ll C INSTALLER/BUILDER: SIM
ADDRESS: lM StAtaaA I I .A M,'TL1 4 tYt DDRESS:
PHONE NOS. 51gel �Il .(D-N PHONE NOS.
LOCATION OF PROPERTY: St:11 M1CL.OuN C.11?.CAZ SUBDIVISION NAME: 1'i1L4MN b MSS% Ci S
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: - J 1 A TLS
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: T . LOCASCio PHONE: ce: S1 .Sua4
✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL
INFORMATION
STOVE
FIREPLACE INSERT
yC FIREPLACE, FACTORY BUILT*
FIREPLACE,MASONRY
FURNACE (GARAGE ONLY)
*IF FACTORY BUILT, PLEASE PROVIDE: MANUFACTURER NAME: ReAt T 01a-4 MODEL NO.ON 37 W—• S
LISTED BY: NUMBER:
QUESTIONS?
CALL 761-8205 or 761-8206
CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL:
_ firemarshala..queensbury.net
MASONRY** CHECK ONE V.
VISIT OUR WEBSITE
SIZE IN FOR MORE INFORMATION
TILE STEEL INCHES www.queensbury.net
FLUE CHECK ONE V.
DOUBLE TRIPLE WALL INSULATED DIRECT VENT CHIMNEY
WALL LINER
CHIMNEY MATERIAL CHECK ONE ✓ 7C
**IF NON-MASONRY, PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO.
ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION &BUILDING CODE AND/OR
MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED
INSPECTIONS.
Town of Queensbury e, ��•g9 Michael F. Travis
Highway 3 Highway Superintendent
Home (518) 798-0413
Department
742 Bay Road—Queensbury,NY 12804 Thomas R. Van Ness
Office Phone: (518)761-8211 Deputy Highway Superintendent
Fax: (518) 745-4466 Home (518) 745-0929
DRIVEWAY PERMIT
DATE: (ct24117
APPLICANT NAME: lr-te AA.tMl €1.S Citi t,P. (Lf
TELEPHONE NO.: 'S tial . Cbctct .(,6U
ADDRESS TO BE INSPECTED: SI MtuDok. Cti2.(LE
RETURN ADDRESS: IV UL Mt'1N toe, 11-AL.r11 1J4Af 11,C1.0
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 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:
Michael F. Travis, Highway Superintendent
Thomas R Van Ness, Deputy Highway Superintendent
i`t• bn `> L4
Queensbury Building & Code Enforcement - Residential Final Inspection
( ?)
Office No. (518) 761-8256 Arrive: am/p e art: /pm
Date Inspection request received: Inspector's Initials:
NAME: l s �f t.t P PERMIT#: 13- g*f
LOCATION: �Gt �?M ro i n ( , Q DATE:
TYPE OF STRUCTURE: - I n h�-1. a �-,q_ y
Comments:
Yes o N/A
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent LocationN/:,..
Fresh Air Intake ✓f
i✓
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete y
Platform at all exterior doors >�
Handrail 4 or more risers t�
Guards at stairs,decks, patios more than 30 inches above grade ti
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more Kt
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
1.
Grade away from foundation 6 inches with 10 feet --*L4.-) —r2._.
6 inch clearance to sill plate ' ,-0--N-K.315
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight ,ik.2
✓
Safety glazing l Wi dow in stairwells safety gling
Interior Smoke D=ectors I Carbon noxidetectors
Every level: Every Bedro m: ✓/ /
Outside every bedroom afea: / i.
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 f ✓
Bathroom Fans,if no window r//
Plumbing fixtures ✓
Foundation insulation to floor/Sticker on Panel
Duct work sealed properly/Blower Door Test Certification
Floor truss,draft stopping finished basement 1,000 sq.ft. / /
Emergency egress below grade ,//
Gas Furnace shut-off within 30 feet or within line of site ./
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler _
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum W Gypsum / / �- �
Basement stairs closed rise>4 inches v//z•
$ 5-Garage Floor Pitched i./
Garage fireproofing/%hour fire door/door closer i�
Gas Logs in Sealed or Glass Enclosure �j `-�
Final Electrical; Energy Saving Light Bulbs 50% �//
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles ,/
Flex Gas Pipe Bonding
As Built Septic System/Sewerept. spection Sticke1_,) y7
Site Plan /Variance required
Flood Plain Certification, if required
01 /
Okay to issue C/C or C/0[Temporary/Permanent]
L:1Building&Codes Forms\Building&Codesllnspection FomislResidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11
Page 2 of 2
Ai r Leakage
Property Organization HERS
Unknown Grajny Consulting.LLC Confirmed
79 Meldon Circle 518-221-3240 01/30/14
Queensbury,NY 12805 Stan Grajny,PE Rating No:1105130
Rater ID:5609922
Weather:Albany,NY Builder
79_Meldon M The Michaels Group
MichaelsGroup_79MeldonQueensb
ury_NYESH 013014.blg
Whole House Infiltration Blower Door Test
Heating Cooling
Natural ACH 0.18 0.14
ACH @ 50 Pascals 3.36 3.36
CFM @ 25 Pascals 1081 1081
CFM @ 50 Pascals 1696 1696
Eff.Leakage Area(sq.in) 93.1 93.1
Specific Leakage Aiea 0.00019 0.00019
ELA/100 sf shell(sq.in) 2.04 2.04
Duct Leakage Leakage to Outside Units Ducting
CFM @ 25 Pascals 0
CFM25 /CFMfan 0.0000
CFM25 1 CFA 0.0000
CFM per Std 152 N/A
CFM per Std 152/CFA N/A
CFM @ 50 Pascals 0
Eff.Leakage Area(sq.in) 0.00
Thermal Efficiency N/A
Total Duct Leakage Units • CFM25/CFA
Total Duct Leakage 0.0060
Ventilation Mechanical Exhaust Only
Sensible Recovery Eff. (%) 0.0
Total Recovery Eff. (%) 0.0
Rate(dm) 59
Hours/Day 24.0
Fan Watts 30.0
Cooling Ventilation Natural Ventilation
•
ASHRAE 62.2- 2010 Ventilation Requirements
For this home to comply with ASHRAE Standard 62.2-2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential
Buildings,a minimum of 57 cfm of mechanical ventilation must be provided continuously,24 hours per day.Alternatively,an
intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly.For example,a
114 cfm mechanical ventilation system would need to operate 12 hours per day,as long as the system operates "r 'r g4Lred
\i /14 Cr)—TV
tel l �1 /-
S I ` r " ver
REM/Rate-Residential Energy Analysis and Rating Software v14.3 "'t• 'i:
This information does not constitute any warranty of energy cost or savings.It ;
01985-2013 Architectural Energy Corporation,Boulder,Colorado. `t, s,�
•
http://webmail.roadrunner.com/do/mail/message/preview?msgId=INBOXDELIM 10462 2/3/2014
Final Survey Inspection
Dept. of Community Development
Town of Queensbury
742 Bay Road
Queensbury,NY 12804
Date received: 1-0\9---/ 1
NAME: A 6-/l
LOCATION: ) M
PERMIT#: ) 3`" *. -
Final Survey Plot Plan
Approved Denied
The attached final
survey has been
received by the
1/7
Dept. of
Community
Development.
Upon review the
survey has been:
Craig Brown, Zoning Administrator
Notes:
L:\.SueHemingway\Building.Codes.lnspection.FORMS\Final Survey
Zoning Administrator.doc
C loSe rr, / 7_
Foundation Inspection Report ( ►A/In c
Office No.(518)761-8256 Date Inspection request received: l/t(0(f"l
Queensbury Building&Code Enforcement Arrive: itd ; l(wm/pm Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: (�t o k a e l S GGcje PERMIT#:
LOCATION: 0 ! e (AGtr C(C INSPECT ON: I1
TYPE OF STRUCTURE: � 1
fj �' Comments
Y N N/A
Footings y\,
Viers ,EC
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\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
I
a ^ Y 14
1 �I� �II III 0 3 11YY
ff
h a r51l 3
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am/pm art:- v ' am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials-
NAME:
NAME: m, N1 s ( rE UP PERMIT #: 13
LOCATION: c3 I`c�e,I coon INSPECT ON: i 0
TYPE OF STRUCTURE: ` nom
4 Y N N/A
Rough Plumbing /Nail Plates
Plumbing Vent/Vents in Place
1 % inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet/change of direction
Pressure Test
Drain 1 Vent
Air/Head
5 P.S.I. or 10 ft. above hilt hest connection for 15 minutes
Pressure Test
Water Supply Piping
Air/Head
50 P.S.I for 15 minutes 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 Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008
M D-N6A-(11 to "-i,.
Rough Plumbing I Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart:tzp.am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: -,� ,I
NAME: Mcio PERMIT #: 1 3—a5N
LOCATION: 4K l Art e.,,/\. INSPECT ON: I
TYPE OF STRUCTURE:
Y./ N N/A
Rough Plumbing /Nail Plates
Plumbing Vent I Vents in Place
1 A inch minimum Drain Size
Washin• 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/ 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
COMMENTS:
Rough Plumbing insulation Repoitrevised Nov 17 2003, revised February 15,2005, revised January 7, 2008
1\f\vca0 IVV--j
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: L I,D am/pm
742 Bay Road, Queensbury, NY 12804 Inspector s Initials:
NAME: PERMIT#: I 3-'4). 1,7(
LOCATION: ` t M 6464 N F J,L INSPECT ON: JO
TYPE OF STRUCTURE: I r\V)c.0
Y / N N/A COMMENTS:
Framing ,vJ
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 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
trNdkaoh (b --/
01106.
Town of Queensbury Fire Marshal C�
742 Bay Road
Queensbury,NY 12804
761-8205/761-8206
fax 745-4437
Factory Built Gas Fireplace/Stove Inspection Report
Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and
specifications contained in the Installation Manual accompanying the appliance. No deviation from the manufacturer's
instructions or specifications is allowed.
Permit# j 3 - `g Schedule Inspection /Cr �' i/3 Time � 1 -- ��
m pm anytime Inspectol--(- )
Name rn k. let(Z Address S .OQCg 0",ti Rough In±final_
Appliance Manufacturer —1- 0c-0 A L Model#
Direct Vent 1 Factory Built Chimney Flue Size Double Wall Triple Wall Insulated
Yes No N/A
Comments
Floor Protection
Clearances to Combustibles (all sides) V
Firestop(s) Vertical Chase
Wall Penetration f
Vent Clearances to Combustibles
Vent/Chimney Termination
Chimney height must be 3 feet above roof
penetration;2 feet above any combustible
construction within 10 feet
Gas Shut-Off Valve
Combustion Air
Hearth Extension (if any)
Mantel
Height above f/p opening
Witness Operation
Tank Placement(if LP)
•
CO Detection
CSST Bonding 2::31-7-a-k
White—Building Dept Yello%—Cust Amer Pink—Fire Marshal
TusLo
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queenshury Building & Code Enforcement Arrive: S,yr am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: O4
NAME: .1 c (-►: ccs PERMIT #: l ,� -zsa,
LOCATION: �1.1z-�d![^r`t INSPECT ON:
TYPE OF STRUCTURE: --('\ hSc_
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 ans water shield 24 inches from wall i/ r � 44-
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
Foundation Inspection Report / .
(
Office No.(518)761-8256 DateInspec tion request received: sy/Z 71/
Queensbury Building&Code Enforcement Arrive: am/p Depart: r ` pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: [-
��`-�
NAME: K)'? , (/- ( G r0 t-e PERMIT#: 1 ) '- 3(F
LOCATION:
LOCATION: e ce C, /6 j INSPECT ON: Z
TYPE OF STRUCTURE: v /%
Contmcnta
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/Wailpour
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
mil poly for wet areas under slab
ackfiill 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 Fonns\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
S u-Qd, 3f M
Foundation Inspection Report U
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: ,3_____am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: _
NAME: lr1" '`AN , % :'� PERMIT#: 1
F OC TIAN: t- n nn INSPECT :
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings 3 .r
Piers 3 g q
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 "fp,
-C /)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
C( Edi o
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: 3 /1 fr//3
Queensbury Building&Code Enforcement Arrive: am/pm Depart: y am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:&A
NAME: 711 , /1 •) e l G�C�. (' PERMIT#: J 3 `-z s
LOCATION: iM /2c- C-t - / INSPECT ON: . MAL
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
4fPundation Waterproofmg
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Oicicfill Approval V
•
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
I A out
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: 1 t�Ck-1C� ;� (7, r`,� PERMIT#: I3-- c'
LOCATION: im % 17-7
�� `? 7 ��-' �l �j F1�7 C`„^INSPECT ON: �
TYPE OF STRUCTURE: j n \ Sc
Comments
Y N N/A - n
Footings 13 L�t 7 ?`
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
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:\Bullding &Codes Forms\Building &Codes\Inspection Farms\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: „V/1-0_3
Queensbury Building&Code Enforcement Arrive: am/pm Depart: ___nr,am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials _ J
NAME: y L(') ),-2 L S G-.c-c,---e PERMIT#: 1 3
LOCATION: R" I ,1tie[dccti►C, ,r INSPECT ON: SY//
TYPE OF STRUCTURE:
Comment
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
lPi14f �Yl(� .
` • Reinforcement in Place
Footing Dowels or Keyway in place rZ,,Z-,2-D5
Foundation Danipproofmg
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\Inspectlon Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM