2007-015TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number. P20070015
Date Issued: Friday, April 06, 2007
This is to certify that work requested to be done as shown by Permit Number
has been completed.
Tax Map Number.
Location:
Owner.
523400-295-017-0001-021-000-0000
6 PINEWOOD HOLLOW Rd
ANDRE & MICHELLE BUREAU
Applicant ANDRE BUREAU
This structure may be occupied as a:
Porch
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
Planning Board or Zoning Board of Appeals.
P20070015
By Order of Town Board
TOWN OF QUEENSBURY
Director of Building & Code Enforcement
TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20070015
Application Number.
Tax Map No: 523400-295-017-0001-021-000-0000
A20070015
Permission is hereby granted to: ANDRE BUREAU
For property located at: 6 PINEWOOD HOLLOW Rd
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: ANDRE & MICHELLE BUREAU
6 PINEWOOD HOLLOW Rd
QUEENSBURY, NY 12804-0000
Contractor or Builder's Name / Address
ADIRONDACK SUNROOMS
324 QUAKER Rd
QUEENSBURY, NY 12804-0000
Plans & Specifications
Porch
Total Value
$33,000.00
$33,000.00
Electrical Inspection Agency
2007-015
168 SQ FT PORCH
$40.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Friday, January 25, 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 To
SIGNED BY
nuary 25, 2007
for the Town of Queensbury.
Director of Building & Code Enforcement
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TAX M
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OFFICE USE ONLY
PERMIT NO.
BLDG. & CODES APPROVA
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SAN 1 G La7
ACCESSORY STRUCTURE BUILD NG PERMIT APIR1 ATIO
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 V LID BUILDING PERMIT.
OWNER: //k7 d r 4 V r 4 !✓ CLO4
INSTALLER/BUILDER: ifCUte+ ol9G/ �v,)f
ADDRESS: 6 Pi', P t t/ve) ( /j� O//� KC" ADDRESS'S V O v /f z°
PHONE NOS. ? I- U D`1 7 PHONE NOS. '7 9 c 1 2 2 6/
LOCATION OF PROPERTY: SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ye 7 ''1c, ,0 c1///'M•
ESTIMATED COST OF CONSTRUCTION: $'-33 UOO ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES, PLEASE LIST:
CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: 4,H ___C:'N 0 /(PHONE: : 7 `l� Z 6 2 //
(�
PROPOSED CONSTRUCTION 1 FLOOR 2ND FLOOR TOTAL PROPOSED
- w.. _.. ._ .._ SQ. FT. SQ. FT. SQ. FT. HEIGHT
...__._ _........ FT. &IN.
OPEN PORCH
DECK
3 SEASON, COVERED OR ENCLOSED PORCH*
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE (NO. OF CARS: )
OTHER ACCESSORY STRUCTURE:
1
L
*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 submittari_ arra a trim tangy .....r,..�..a.. _._._Y__. _: _____
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Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am/pm Depart: \ A am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: (�
LOCATION:
TYPE OF STRUCTURE:
/,•-E' . (� C� 1 /( ,//c
' r .-`)VY_
N/A
Framing
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 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 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
PERMIT #:
INSPECT ON:
COMMENTS
Queensbury Building & Code Enforcement - Residential Final Inspection
Arrive: q'amiim Depart: am/pm
Inspector's Initials: ('
Office No. (518) 761-8256
Date Inspection request received:
NAME: e u-rr L)
LOCATION: `Q 11.e1.&fel
TYPE OF STRUCTURE:
OtL)
PERMIT #:
DATE:
Comments
L:\Building & Codes Forms\Building & Codes\lnspection Forms\Residential Final Inspection Form_revised_100405.doc
Yes
No
N/A
Building Number / Address visible from road
Chimney Height / "B" Vent/Direct Vent Location
Fresh Air Intake
r
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete / Exterior Finish Complete
Platform at all exterior doors
Guards at stairs, decks, patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck, porches 36 inches or more
Handrail Termination at Newell Post or Wall/
,
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed / regulator 18 inches above grade
Interior privacy / trim / doors / main entrance 36 inches
Bathroom / Kitchen watertight
Safety glazing / Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches (height) in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 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 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'' /z" Gypsum
Basement stairs closed rise > 4 inches
Garage Floor Pitched
Garage fireproofing /3/4 hour fire door / door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
As Built Septic System / Sewer Dept. Inspection Sticker
Site Plan / Variance required
Flood Plain Certification, if required
Okay to issue C / C or C / 0 [ Temporary / Permanent ]
Comments
L:\Building & Codes Forms\Building & Codes\lnspection Forms\Residential Final Inspection Form_revised_100405.doc
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Foundation Inspection Report
Office No. (518) 761-8256
Queensbury Building & Code Enforcement
742 Bay Rd., Queensbury, NY 12804
NAME:
LOCATION:
Date Inspecti_oR request received:
Arrive: . am/pm Depart: am/pm
Inspectot's Initials:
ERMIT #:
SPECT ON:
TYPE OF STRUCTURE:
Comments
L:\Building & Codes Forms\Building & Codes\Inspection Foxms\Foundation Inspection Reportdoc
Last printed 12/20/2005 9:24:00 AM
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N/AF
tinge / 2 ' ` ?ono pv
etd
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.
Comments
L:\Building & Codes Forms\Building & Codes\Inspection Foxms\Foundation Inspection Reportdoc
Last printed 12/20/2005 9:24:00 AM
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PARTS LEGEND
[ FEMALE VERTICAL
CHANNEL
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15-0"
cri
NOTIPE
=OAM INSULATION N US,T
BY A 15 MINUTE THEIVV1 L : ►RRIER
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INSTALLERS LAYOUT SKETCH
VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING
TOWN OF QUEE ,u v !.' r"::?
CUSTOMER: ADIRONDACK SUNROOMS
JOB NAME: BUREAU, MICHELLE
DEALER IS RESPONSIBLE
FOR BEAM SUPPORT
AT HOUSE WALL
OOF
:ECO �•V
KRAFT
NOT
COVERED BY NON -CO
BUSVBE/iIi
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RRIER
55
3 5/8" WALLS
ROOF
PITCH
RECOMMENDED BEAM (SUPPLIED BY DEALER):
(NOMINAL 1 3/4" EACH LVL)
2PLY x 11 1/4 LVL
BASED ON A ROOF (LIVE) LOAD OF 85 P.S.F.
LVL BEAM BY DEALER V
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Based on ou ;m r
compliance wI a
not be con:i;':u"r
plans and
compliance wi# :
New Yolk , :; k, r')
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F�1F C4P�
ROOF
PANELS
WITH WOOD INSERT
ROOF
PITCH
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DATE___
06W17090 11/21/06 ADRONDAK
DETAILED BY: MIRHET MELKIC
NOT TO SCALE
UL 58SL
ICC LEGACY REPORT PFC-5176
FLORIDA PRODUCT APPROVAL 5505
ICC EVALUATION REPORT ESR -1403
FLORIDA PRODUCT APPROVAL 6391
FLORIDA PRODUCT APPROVAL 3857—R1
SHOWN WITH FACTORY GLASS TRANSOMS
SHOWN WITH CUSTOM GLASS TRANSOMS
TOTAL WEIGHT OF TEMO PRODUCT: 1636.00 lbs.
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ALL TEMO SUNROOMS ARE
DESIGNED IN ACCORDANCE
WITH THE NEW YORK STATE
BUILDING CODE.
NOTE: ALL OPERATING GLAZING
PRODUCTS SUPPLIED BY TEMO
SUNROOMS INCLUDE TEMPERED
HPG -2000 GLASS THAT CONFORMS
WITH CHAPTER 24 OF THE CODE
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DEALER: ADRONDAK
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BY: MIRHET MELKIC
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SHOWN WITH CUSTOM GLASS TRANSOMS
TOTAL WEIGHT OF TEMO PRODUCT: 1636.00 lbs.
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ALL TEMO SUNROOMS ARE
DESIGNED IN ACCORDANCE
WITH THE NEW YORK STATE
BUILDING CODE.
NOTE: ALL OPERATING GLAZING
PRODUCTS SUPPLIED BY TEMO
SUNROOMS INCLUDE TEMPERED
HPG -2000 GLASS THAT CONFORMS
WITH CHAPTER 24 OF THE CODE
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DEALER: ADRONDAK
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BY: MIRHET MELKIC
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LEGEND:
$ LIGHT SWITCH
® LIGHT
# RECEPTACLE
FAN
EXISTING HOME
RECOMMENDED BEAM (SUPPLIED BY DEALER):
(NOMINAL 1 3/4" EACH LVL)
2PLY x 11 1/4 LVL
BASED ON A ROOF (LIVE) LOAD OF 85 P.S.F.
NOTE: ENCLOSURE NOT TO BE USED
AS A PERMANENT LIVING AREA
N OTE:
THE SIDE WALL ATTACHMENT
TO HOUSE IS A NON—LOAD
BEARING CONNECTION.
PROPERLY CAULK BOTH SIDES
OF ALUMINUM EXTRUSION
AT THIS CONNECTION.
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EXAMPLE DECK
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12"
15'-0"
LOAC
TEMO
1RUFAST
I1 LOAC
BEARING B
DECK PP
?AM
NELS
PANEL SCREWS
BEARING 8:AM
SCREW PATTERN DETAIL
EXISTING HOME
2 x 10 x 12' ACQ LEDGER (W/2 x 4 OF SAME LENGTH) FOR ATTACHING TO HOUSE ONLY
4'-0"
5'-6"
5'-6"
6"
1'-0" - 5'-0"
(TYP.)
12'-0"
16" 0 PIER
UNDER DECO POST
FOUNDATION
FOUNDATION PLAN
111110. -
ALUMINUM ON BOTTOM OF DECK PANELS
1,-0"
DECK PANEL NOTES:
1) SEE ESR -1403
2) FLOOR PANELS ARE 6"
AT CUSTOMER REQUEST.
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BUREAU, MICHELLE
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SEE ATTACHMENT DETAIL 'B'
TEMO ALUMINUM CLAD STRUCTURAL INSULATED ROOF PANELS
4TEM04
FIG. J1
6 x 6 ACQ POST
(SEE PLAN VIEW)
PIER HEIGHT ABOVE
GRADE MAX. 6"
GRADE
8'-0"
SEE PANEL
SPLICE DETAIL
SEE SCREW
PATTERN DETAIL
•E MAX OVER=
1114.1EL
ALL EXTERIOR STRUCTURAL
TO BE PRESSURE TREATED
FLOOR
PANEL r1,2. SCREWS
0 6" 0/C
2 x6 JOIST
PANEL SPLICE DETAIL
0
(2) 2x 10 ACQ LOADBEAM FULL
DECK LENGTH W/ (2) 5/8"
THRU BOLTS AS SHOWN
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EXISTING
HOUSE
2"
SIMPSON ABA66 POST
SHOE OR EQUAL ATTACHED
PER MANUFACTERER SPECS.
SECTION 'A'
USE STAINLESS STEEL or TRIPLE DIPPED
GALVANIZED FASTENERS INTO ACQ LUMBER
ROOF PANELS: 4 1/4", 0.032, 2#, ROOF itgAg535DIE..01.L.
4 —0"
-1-
2 x 10 LAGGED TO STRUCTURE
W/ 2X4 LAGGED AS SHOWN
W000 FRAME.
1/2" LAG BOLTS 0 16"
0/C — STAGGERED.
MASONRY BLOCK OR
CONCRETE WALL
LEDGER BOLTED THROUGH
CONCRETE WALL
11111.1.11,11k
#8 X 2 1/4"
DECK SCREW
1/2" LAG SCREWS
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BUREAU, MICHELLE
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PLYWOOD SHEATHING
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72 X 8 RIDGE
SIMPSON LU28
A.V. 850 NEW SADDLE TO MATCH CATHEDRAL ROOF
OF PATIO COVER. LOCATION NOTED
ON PLOT PLAN L❑CATION OF BEAM POCKET A
SHOWN IN FRONT VIEW
2X 6 RAFTERS
70 16" 0.C. (TYP.)
HANGING RAIL
ATTACHED W/2-#14
�!- WOOD SCREWS e 16' O.C.
1/4" TOGGLE BOLT
0 12" 0.C.
EXISTING TRUSS OR RAFTER
2 X 6 NAILER
EXISTING HOUSE
SIDE VIEW
HANGING RAIL ATTACHED W/2-414
WOOD SCREWS e 16' D.C.
NOTES FOR PLACEMENT1
ALIGN WITH TOP OF SHEETING IF
SHINGLES ARE TO BE APPLIED TO
TEMO ROOF PANELS
OR
ALIGN 1' BELOW TOP OF SHEETING
IF NO SHINGLES WILL BE APPLIED
TO TEMO ROOF PANELS.
NOTES:
2 X 6 NAILER
EXISTING DBL.
TOP CAP
2X4 CRIPPLES UNDER 2X6
RAFTER W/ATTACHED
HANGING RAIL
2 X 8 RIDGE
,4111111111111
1 PLYWOOD or 7/16 0SB\--7-N2X4 CRIPPLES SET ON RAFTER
2 X 6 RAFTER TAILS DIRECTLY OVER PLATE
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4 1/2" THICK
SHEATHING
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EXISTING RAFTER TAILS
SIMPSON C.S. 250 MET
STRAPS AT EACH STUD
1) USE 16 PENNY NAILS IN ALL
LOCATIONS
2) NAIL 2 x 6 NAILER INTO RAFTERS
AT BASE OF SADDLE
3) NAIL 2 x 6 RAFTER INTO 2 x 6 NAILER
4) INSTALL 2 x 4 CRIPPLE FROM SADDLE RAFTER
TO EXISTING ROOF SURFACE
5) COVER W/WATER & ICE PROTECTION
CUT BACK VALLEY & COVER
WITH WATER AND ICE PROTECTION
BEAM POCKET CONNECTED
TO TOP PLATE ONLY!
FRONT VIEW
DETAIL 'B'
USE STAINLESS STEEL or TRIPLE DIPPED
GALVANIZED FASTENERS INTO ACQ LUMBER
NOT TO SCALE
06W17090 I PH.
DEALER: ADRONDAK
BUREAU, MICHELLE
BY: MIRHET MELKIC
0
2PLY x 11 1/4 LVL
No101 OUT
Fax SEAM
x
LAG SLEW
2 EACH SSE
Uxa01 SEAM
206 OECO POST Toa FEMALE
OECO POST DETAIL
TOP VIEW
2PLY x 11 1/4 LVL
2X6 DECO POST
NOTCH ALUMINUM
POST FOR BEAM
CROSS SECTION
SIDE VIEW
LUMBER INSERT
CUT TO FlT ALUMINUM
POST
(2) 5' X 1/4' LAGS
_,NOTCH POST
FOR BEAM SIZE
-(2) 5 x 1/4' LAGS
#8 x 1/2' S.M.S.
O O O
1 -BASE EXPANDER
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S1m IYoomS & Spas/ Inc.
Name
BUREAU
Address
63'
6 PINWOOD HOLLOW RD
City
QUEENSBURY State NY Zip 12804
RECEIVED
14 7 ' JA 7141
-
TOWN L,u�.�,v�tSURY
DUtLDING HNU CODE=
Front
53'
HOUSE
14— 12'
ik PROPOSED
f4-22'+14' SUNROOM 4- 19 ''
,a saw 'Ocie""Ire ott>
147'
r
27'
52'
178