2007-595 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number. P20070595 Date Issued: Monday, April 21, 2008
This is to certify that work requested to be done as shown by Permit Number P20070595
has been completed.
Tax Map Number. 523400-309-005-0001-027-000-0000
Location: 413 SHERMAN Ave
Owner. GERARD & CHERYL BILODEAU
Applicant: GERARD & CHERYL BILODEAU
This structure maybe occupied as a:
Enclosed Porch
By Oder of Town Board
Fireplace TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance 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.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20070595 Application Number. A20070595
Tax Map No: 523400-309-005-0001-027-000-0000
Permission is hereby granted to: GERARD & CHERYL BILODEAU
For property located at: 413 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: GERARD &CHERYL BILODEAU
413 SHERMAN Ave Enclosed Porch $18,000.00
QUEENSBURY,NY 12804 Total value $18,000.00
Contractor or Builder's Name/ Address Electrical Inspection Agency
BONHOTE CONSTRUCTION
124 RIVER St
HUDSON FALLS, NY 12839-0000
Plans &Specifications
2007-595
216 SQ FT 3 SEASON PORCH
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, October 15, 2008
(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=;?
ur N day, October 15,2007
SIGNED BY for the Town of Queensbury.
Director of Building Co Enforcement
0-7-5-76'. ............... .......
Q� re Marshal's Office
T'I'IzVtl of Qlteensl7ury- 742 Bay Rond- Queensbitry, JNTew York -12804
Michael Palmer,Fire?vlrrshal-Gary,517111man, e u Ala p t Fire, r shal
APPLICATION FOR FUEL B URN1NG APPLL41VCE & CMAMEYS
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:--G�srard INSTALLER/BUILDER:_
ADDRESS: �5 h eA-M 12 Y) .4 JZ If ADDRESS:
PHONE Nos. 7 73 A q Y PHONE NOS.
LOCATION OF PROPERTY. T 3 5 YY)LA n �(/(f- SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: , �! 6-h� 0101 VA Ave-
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 64�100G CU-A- PHONE: C/LIS
V, FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL
INFORMATION
STOVE
FIREPLACE INSERT
✓ FIREPLACE,FACTORY BUILT*
FIREPLACE,MASONRY
FURNACE(GARAGE ONLY)
*IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: ALL ('OS n Q.S MODEL N08(a DV
LISTED BY: NUMBER: 61Soo P-q
QUESTIONS?
CALL 7614205 or 761-8206
CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL:
MASONRY" CHECK ONE ✓
firemarshal@gueensburv.net
VISIT OUR WESSITE
TILE STEEL SIZE IN FOR MORE INFORMATION
INCHES www.queensbury.ne
FLUE CHECK ONE ✓
DOUBLE TRIPLE WALL INSULATED DIRECT VENT CHIMNEY
WALL LINER
CHIMNEY MATERIAL CIfMKONE ✓
**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.
c//�� OFFICE USE ONLY -Lam.
�
' 7
AX MAP NO. R ,
PERMIT NO.
i FEE PAID ' '
BLDG.&CODES APPROVAL ', 0
TOWN OF QU
ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION
Use this application for any structure other than the Principal Structure (house)to include, but
not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3
entitled Accessory Structures-Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS
RECEIVED A VALID BUILDING PERMIT.
A
OWNER: e �� e ei INSTALLER/BUILDER:
ADDRESS: 14 1-?, (�r� nnr, . . {�„p o , vDDRESS: \2`f
a
PHONE NOS.- '"I GI 3 - PHONE NOS.
- q13 ShfAMAN AOf - C?.j,10W hjAj—
LOCATION OF PROPERTY: ' p Skrarnqu JN a SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 2/3 5 k-e 2 mAN Q,0 16 .
ESTIMATED COST OF CONSTRUCTION: $ IF06
D do
ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? tig IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
1'T FLOOR 2ND FLOOR TOTAL PROPOSED
PROPOSED CONSTRUCTION SQ. SQ.FT. SQ.FT. HEIGHT
FT.&IN.
OPEN PORCH
DECK
3 SEASON, OVERED OR ENCLOSED PORCH' 2/� sl�¢. 2/4,
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(No.OF CARS:__}
OTHER ACCESSORY STRUCTURE:
*CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
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.
QUESTIONS? CALL 761-8256 OR EMAIL
codes0aueensbury.net
I have rea a�ld agree to the above.1 VISIT OUR WEBSITE FOR MORE INFORMATION
Signed Dated: l7 www.gueensbury.net
1
- Town of Queensbury- Community Development Office • 742 Bay Road, Queensbury, NY 12804
B 1-LGL 11-05
Queensbury Building & Code Enforcement - Resid ntial Final Inspection
Office'No. (518)761-8256 Arrive: O m// rt: am/pm
Date Inspection request received: Ins pe is Initials:
NAME: r O je-a PERMIT#:
LOCATION: DATE:
TYPE OF STRUCTURE
Comments:
Yes No NIA
4' Building Number Address visible from road
Chimney t/'B'Vent/Direct Vent Location -�'� Y I-z-
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors I
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34'arches or more
Guard at deck,parches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Bderior Railings 34 inches to 38 inches
Deck Brad /Hand' Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off evosed/regulator 18 inches above grade
Interior privacy/trkn/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery badw :
Attic access 30 inches x 22 inches x 30 inches ht in acoessibie area
Crawl Spam 18 inch x 24 inch access,1 sq.ft:150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within tine of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Va s installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum W Gypsum
Basement stairs dosed rise>4 inches
Garage FI=Pitched
Garage fireproofing/%hour fire door/door closer
Duct work Sealed property
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept.Ins n Sticker
Site Plan /Variance recluired
Flood Plain Certification,if nuired
Okay to issue C/C or C 10 Temporary/Permanent
LABuilding&Codes Forms\Building&CoiesUnspection Forms\Residential Final Inspection Form revised_100405.doc;Revised
January 7,2008
Queensbury Building & Code Enforcement - Residential Final Inspe ion//�
Office sp ction request
r -� /��/ Arrive: �,I amlpm Depart: am/pm
Date Inspection request received: � � ® Inspecto 1 "hats: �.�--
NAME: 6 1
' 0�t?�V PERMIT#: U �S��
LOCATION: 2, V( DATE:
TYPE OF STRUCTURE:
Comments:
4' Building Number Address visible from road Yes No MIA
Chimney Height/'B'Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches —-- ----- — ,��
Roof /Exterior Finish Complete
Platform at exterior doors ��L (�e-�0 t Gi
Handrail 4 orr 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 Brad /Handicapped RanV Compliant
Grade away from foundation 6 indhes with 10 feet
6 inch clearance to s1l plate
Gas Valve shut-off egiosed/regulator 18 indhes above grade
interior privacy/trim 1 doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety ghuwy/Window in stairwells
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Patt
M badw
Attic access 30 inches x 22 inches x 30 inches 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
Foundation insulation
Floor truss,draft stopping finished basement 1,000sq.ft.
Emergency Tess below grade
Gas Furnace shut-off within 30 feet or within One of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater oPeratiN
Low water shut-off boiler
Relief Va s installed l Heat Trap/Water Temp 110
Enclosed Stairs Sheetrodc Underside minimum%"Gypsum
Basement stairs dosed rise>4 inches
Garage Floor Pddhed
Garage fireproofing/%hour fire door/door closer
Duct work Sealed
Gas Logs in Seated or G Epdlmmre
Final EkK*ic:al
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pi Bondi ,� ,L f`I OJA,(----
As Built Septic S em/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C 10 T /Permanent
LABuilding&Codes FormskSulkling&Codes\lnspecbon Forms\Residential Final Inspection Form revised_100405.doc,Revised
January 7,2008
Town of Queensbury Fire Marshal
low 742 Boy Road
Queensbury,NY 12804 �
761-8205/761-8206
fax 745.4437
Fctory Built Gas Fireolaee/Stove Inspectign 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
p instructions or sp 'one is allowed. I
Permit#t_t 1 Schedule Inspection 111410e Time ., �� am pm anytime :Inspects �v
Name t t� Address_ ���_ Rough In Final
�-_ _.D_...F1 ___.. _
Appliance Manufacturer_V LL 1.I� (f!i YJ Model# '-Z(,oX D d �
Direct Vent Factory Built Chimney_V Flue Size Double Wall Triple Wall Insulated
.._. ._.._.__._.._._..___..._.__...._..__..._._.._. Yes No N/A �Comments
Floor Protection
Clearances to Combustibles (all sides)
__._._�____.___.._._. �. ���✓o � ���_ova
Firestop(s) Vertical
Wall Penetration
Vent Clearances to Combustibles
Vent/Chimney Termination
Chimney height must be 3 feet above roof
penetration;2 feet above any combustible
construction within 1.0 feet
Gas Shut-Off Valve_. am&ti t V&
Combustion Air
Hearth Extension (if any)
Mantel
Height above f/p opening
Witness Operation
Tank Placement(if LP)
White—BaiWing Dept, tiz, r IPink—F3rc N[s►rshsi
1 7
Foundation Inspection Report
Office No.(518)761-8256 Date In p4equest received:
Queensbury Building&Code Enforcement Arrive. am/ Depart: am/pm
pe
742 Bay Rd.,Queensbury,NY 12804 Inscto s Initials
NAME: i PERMIT#:
LOCATION: i INSPECT ON: 1 �r9
TYPE OF STRUCTURE: '
Comments
Y N N/A
Footin
Pidrs
jt4eto ithic 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
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection r�uest received: ! 6
Queensbury Building & Code Enforcement Arrive: Z� am/ Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspect 's initials:
NAME: (5rto Pi� PERMIT #: 07 _ S
LOCATION: VZ 1 5 !& INSPECT ON: f "3
TYPE OF STRUCTURE:
Y N N/A
Rough Plumbing Nail Plates
Plumbing Vent Vents in Place
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet change of direction
Pressure Test
Drain / Vent
Air/ Head -7 I
5 P.S.I. or 10 ft. above highest connection for 15 minutes w""
Pressure Test
Water Supply Piping
Air/ Head C�
50 P.S.I for 15 minutes
4tnsulation 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 o duct tape
�I
COMMENTS:
LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005
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: Zi&
NAME: 16 v PERMIT#:
LOCATION: INSPECT ON: l! D
TYPE OF STRUCTURE:
Comments
Footings Y N N/A fig
D V C— ADMD!/�Z
Piers
Monolithic Slab _
Reinforcement in Place qq
The contractor is responsible for
providing protection from freezing
fo 48 hours following the placement
f 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 Fors\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
/ G. Peter Jensen
17 West Road
South Glens Falls
New York 12803
(518) 798—3859
November 06, 2007
To Whom It May Concern:
At the request of Mr.Peter Bonhote,I have reviewed the foundation wall
concerns for the addition to the Gerald and Cheryl Bilodeau residence at 413 Sherman
Avenue,Queensbury,New York.
When the foundation wall was being poured,the outer form was displaced,
creating a pyramid shape to the lower portion of the foundation wall. This displacement
occurred when the pour was approximately 4 feet in height.The inside form remained in
place,but the outside form displaced as much as 3 inches at the bottom. The pour was
stopped at approximately 4 feet in height.
The stopping of the pour created a cold joint.A keyway was cut in the top of the
wall where the pour was stopped. The 44 vertical reinforcing bars, spaced approximately
2' on center and extending from the footing to well beyond the cold joint,will act as the
required doweling for the joint.
Since the required foundation wall bearing area has not been decreased(was
actually increased)and the inner surface of the foundation wall is relatively plumb,there
does not appear to be a decrease in the structural integrity of the foundation wall.
Based on the above, I find that the foundation wall, as constructed and
waterproofed, is structurally acceptable.
Sincerely,
ISSAEO ApC
i
G. Pete ; ensen �'�gtitER J4 i
Q' C'Y Fy
tAj�r �F80�� sa+
Framing / Firestopping Inspection Report Zj
Office No. (518) 761-8256 Date Inspection equest received:
Queensbury Building&Code Enforcement Arrive: ! am/pm Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials1'�
NAME: Ag�� 23; o PERMIT#:
LOCATION: INSPECT ON: -�Cp 72
TYPE OF STRUCTURE:
Y N N/A COMMENTS
4A -
cess 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 `h 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
irestopping �� C
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 oil
5.0 sf grade �-
Foundation Inspection Report
Office No.(518)761-8256 Date Insp/ect' n request received:
L
Queensbury Building&Code Enforcement Arrive: am/1 Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 0,1.
NAME: 7-57<�—
PERMIT#: 0
LOCATION: 4VC INSPECT ON:
TYPE OF STRUC .
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 fir`
Reinforcement in Place
Footing Dowels or Keyway in place Pou0�>4--lL 0O
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
e bove footing
6 mil 1 for wet areas under slab
Backfill AIT oval
Pl Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection reque ed: 7
Queensbury Building&Code Enforcement Arrive: Z_am/ epart:
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: l d �.-
T#:
LOCATION: SPECT ON: 0
TYPE OF STRUCTURE.
LI
r~�
Commeats
Y N N/A
ootings ke-'r L
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
�--74/
Foundation Inspection Report
Office No.(518)761-8256 Rate In ' n�er quest received;
Queensbury Building&Code Enforcement Arrive: : t am/ Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's 'dais: i
NAME: PERMIT#: , _
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N ftA
Footings ��/G =r & � 2
Monolithic Slab
Reinforcement in Place
The contractor is responsible for T
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\lnspectlon Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
84048-00" 20 oa`
i
y rz`xt-rtoH ® }
�k
3 e `AJ
73�
F
a .Z�8� � r P � q-�.. eb � t
f QIJP w ,, u' CRE
T�� NT , ` 39,E
ed can cis demiteo examination,
NOuS ` '�
o i P1`; path our comments shall
qn6cting the s
p s anti specitiwuoos are in full
compliance with the Building Codes of
Ncw York
R'
N 81 51 ®Q"W 168.67`
TOWN OF QUEENSBURY �`{-` 50
BUILDING & CODES DEPT.
Reviewed @L o T L k
Date:,
SICIS,6149 House
12
a rJ
L F
40
tqG
Y2" RE:-Rot)
12-
Y13 -SA,-Ivw4&j 4a,e
?RlDfPSc- 14,wa I -z'A 1
sl\69^4" Ave-, ouezms6am
y
�T i v to
It 4*,,x tA
L V L R
2)410 4 e A-Cne K
/q"df,)A ?�4WOOD Roo' S'A*1 ��'Qcj
Ng j
0 y P, s Us
ALVM 54�^,
M
vIN11 -3e5fr4.
Y2
..t-- 2)<(, wpit FRAMW 4(0 O,C .
tUAII S�ev-44'
vtNYL
X2K& AvvANTc C4\ s v (71 eo p,
Ito O. Cf
���� �
-�.
� ^�
t� 1 r u� � t �
� �-� �
4 `_ � ��
.� y k_,..----4
�=� " _ �,
��1�, �
i , �,'�, �
t � ` 'y.
1 � � z � k _ - � � �1
Jf t`
0 3 N � E �..--_,,� _�--_-' � Ca.-.�'
t � i
� +.
+�
-,� J/ /
�*`�... ��� `--- a ...�---..'r` ti .� �
f ..
�, i � !'
� ��-
�� � ��
}4 k j.
1 { JJ/
��` � �� J
t�
V
ry
it
l' ` �,
1 '1
�t 1
F � t
� � '� � �'�
� `" �' � '�c a�,
e
� `� � '� �
��
� ", 1
,P, `�
,� �-' � 4
� � � ,
:- � '�
�. o �' �
cry-- � t
t�
�?z � � 1
'�r1 lii ,l
z�
r
1
1 ti
s � �
Tn
z, 71
s C N iP nt
to
2-1 f� '
Lam.