2011-369 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20110369 Date Issued: Tuesday, February 12, 2013
This is to certify that work requested to be done as shown by Permit Number P20110369 ,
has been completed.
Location: 144 RIVER St
Tax Map Number: 523400-303-020-0002-042-000-0000
Owner: 144 RIVER STREET, LLC
Applicant: 144 RIVER STREET, LLC
This structure may be occupied as a:
Garage Detached By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property F
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: P20110369 Application Number: A20110369
Tax Map No: 523400-303-020-0002-042-000-0000
Permission is hereby granted to: 144 RIVER STREET, LLC
For property located at: 144 .RIVER 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: 144 RIVER STREET,LLC Garage Detached $14,000.00
C/O ROBINSON&SON,LLC Total Value
PO BOX 432 $14,000.00
HUDSON FALLS,NY 12839-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
MCKENNA CONSTRUCTION
'639-8683 /361-3527 .
562 WEST Rd
FORT ANN NY 12827-0000
Plans&Specifications
2011-369
468 sq ft detached garage
$70.20 PERMIT FEE PAID THIS PERM-IT EXPIRES: Sunday,August 19,2012
(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 n o eeris- ;//////� jZid gust 19,2011
a
SIGNED BY � ® for the Town of Queensbury.
Director of Building&Code.Enforcement
............... ...... ......... ... ................ .........
0
/2710E USE-ONLY
10
TAX AP 0 PERMIT NO. IL, 67
JUL .6 2 0 11
FEE PAID BLDG. &CODES APPROVAL
7, 777. R o
............................................................................ ...Lj
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. 3entitled 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.
OWNER: C4�%,Usapu 1 S0^j (0Aj/%,-e-Ay, 1 E"(""Aid"".
C INSTALLERIBUILDER:
ADDRESS: IHL( (ZivQ,, C),jV_vvS6.,Lj ADDRESS: 5_62 LJes � f2 a J rdrJAA,1\ C
PHONE NOS.' L/(a 0 PHONE NOS. S 19 C 31 9 .7
1Z -
LOCATION-OF PROPERTY: L/q I V,9 SUB151VISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION:
HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES NO
IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL:
ESTIMATED COST OF CONSTRUCTION: $ ]Y-001`9 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST: S o,, A- s 'i e MC,
'
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: AA c 1(41\^< PHONE: 5/ 0- �2
ST ND PROPOSED
PROPOSED CONSTRUCTION I FLOOR 2 FLOOR TOTAL HEIGHT
SO.FT. SQ.FT. SQ.FT. 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:
*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
codes(ftueensbury.net
I have read ��mdjLree to the above.
VISIT OUR IWEBSITE FOR MORE:INFORDMATION
Signed. Dated: ? wmiw.queensbtjry.net
\j
Town. of Queensbury- Community Development Office - 742 Bay Road, Queensbury, NY 12804
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection request received: b
Queensbury Building&Code Enforcement Arrive: ! am/ Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: CA>i�"s a e PERMIT#: Uc 3(0 9
LOCATION: 14 'F +vr/ INSPECT ON: 1'0 -I(
v
TYPE OF STRUCTURE:
Y N MA COMMENTS:
naming
Ic Access 22" x 3T minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jadc Posts/Main Beams
Exterior sheeting nailed properly
IT 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
1 % w 16 gauae 8 16D naus 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%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
LABuilding&Codes Forms-01Mftlift&Codesllnspedbn FonnslFnuninD Firestopping Inspection Report doc Revised January 7,2=1
h
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: PERMIT#:
LOCATION: ' INSPECT ON:
TYPE.OF STRUC /! Vt
COMMIgg
NILWA
Footings i
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 lC
F 1 1 Footing Dowels or Keyway m 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
Bacidiill 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 fomns\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
ipw Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518) 761-8256 Arrive: am/p Depart: i ram/pm
Date Inspection request received: Inspector's Initials:
NAME: Rp� ' . PERMIT#: _ 3
LOCATION: I DATE: !
TYPE OF STRUCTURE:
Comments:
Yes No NIA
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
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
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/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
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 s .ft.-1 50 s .ft.vents
Bathroom Fans,if no window
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 s .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 Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum%"Gypsum
Basement stairs closed rise>4 inches
Gara a Floor Pitched
Garage fireproofing/%hour fire door/door closer
Gas Logs in Sealed or Glass Enclosure
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/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification, if required
Okay to issue C/C or C 10 Temporary/Permanent
LABuilding&Codes FormslBuilding&Codesllnspection FormslResidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08;Revised 12122/10,Revised 04/13/11
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BUILDING & ������ �� ro ._..�_�..._I '` -----�WE)F-aIJEENSBrf;n'--_,:-,
_ E- Y • BUILDING DEPARTMENT
�'eevievved E3, a Based on our limited examination,compliance
m / with our comments shall not be construed as
indicating the plans and specifications are in
S LC /�l I full compliance with the Building Codes of
New York State.
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S07°35 38.W ~ ' / _ — - — APPROXIMATE LIMIT OF
688.29, DITCH WET AREA
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BENCHMARK —
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PRORO ED 4' WIDE - - - - ' NUT AT
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' POINTING ARROW
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' EXISTING DITCH TO BE CLEANED AND 12" HOPE �' . , RIP -RAP OUTLET,, 195.75t : ,
' MAINTAINED AS GRASS LIIqED iDITCH ; - i
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PROP,d ED GRASS PROPOSED SEDIMENT
PROPOSED,
WIDE j " L ED DITCH CONTROL" FENCE
RIP -RAP OUTLET, 'EL. 197.50f 12 HD#E -
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' INV. EL. 19 '
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AREA �:. _ - coNCREr �` s•
157,648 sq. ft.
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_ __ROPOSED 12
3.62 acres - -y 1DPE CULVERT
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' \194.5t
PROPOSED GRAVEL 1 / / �., . IN.
✓'1 PARKING AREA / %Tf=5.5 I p O h o4'
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APPROXIMATE LIMIT s
OF WET AREA / M /
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q. ft.
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NE; LOCATION
APPROXIMATE j 'rr
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RESERVE AREA FOR FUTURE SEPTIC S l �.,i, /.
SYSTEM REPLACEMENT, FILL SYSTEM, I
1,000 GAL SEPTIC TANK AND PUMP '
TANK, 64LF ELJEN BIOMATS Nr565' 00 spa
10'2 p /
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10'-0" i /
O.C. MAX. s, /G•
36" FENCE POST / $��� ! / 1,-
DRIVEN MINIMUM
INTO GROUND
SILT STOP EMBED / G
IN GROUND 8" MIN. /
3, 8" Z GRADING PLAN
SCALE: 1 "=20' t '
SOIL BACKFILL
s
O� 22' TOTAL DRIVE WIDTH
mac' PERSPECTIVE
(AT MAIN ENTRANCE)
36" FENCE POST 114" PER FOOT (290)
SILT STOP EMBED i I -III -III -III -III -III I I- I I I i-1 I- I -_- -
N IN GROUNDS MIN. I I FEEII1_1 I ICI I I -III- I I I_I I i III I I I -I I I_I I I I ICI I I-1 I i�l
FLOW r —
z ,��� ' \\,,� UNDISTURBED COMPACTED SUBGRADE DRIVEWAY 6 SC ENED GRAVEL, NYSDOT
304-1 TYPE 2 OR WELL COMPACTED
GROUND BANK RUN GRAVEL AS EEDED TO
SECTION PROVIDE SUBBASE BEL DRIVEWAY
SILT FENCE DETAIL DRIVEWAY SECTION
NTS NTS
TAPER TO MEET
EXISTING GRADE
IPF
STORMWATER RUNOFF SUMMARY
EXISTING 50-YEAR
3.59 CFS
PROPOSED 50-YEAR
3.41 CFS
EROSION CONTROL IMPLEMENTATION SCHEDULE
PRACTICE
IMPLEMENTATION TIME
DURATION OF PRACTICE
PRIOR TO CLEARING AND SOIL
ENTIRE PROJECT (REMOVE AFTER
SEDIMENT CONTROL FENCE
DISTURBANCE
FINAL SITE STABILIZATION AND
VEGETATION ESTABLISHMENT)
SWALES & PONDS
DURING FINAL SITE GRADING
PERMANENT
SEEDING & OTHER
VEGETATION STABILIZATION
AFTER FINAL SITE GRADING
PERMANENT
MAP REFERENCE
EROSION & SEDIMENT CONTROL NOTES
1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK
PHASES, SEDIMENT CONTROL FENCE SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN.
2. AFTER EVERY STORM SEDIMENT CONTROL FENCE SHALL BE INSPECTED FOR FAILURES OR
SEDIMENT ACCUMULATION, AND ANY FAILURE SHALL BE IMMEDIATELY CORRECTED.
3. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF FINAL SITE
GRADING TO PREVENT EROSION. TEMPORARY RAPID GROWTH COVER CROPS, SUCH AS ANNUAL
RYEGRASS MAY BE USED FOR TEMPORARY SURFACE STABILIZATION.
4. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN EROSION
AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE SOIL AND
WATER CONSERVATION SOCIETY.
/
/
/
CENTER PO/ /' 7,,7'
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STATE HIGHWAY & ROAD INTERSECTION DETAIL
SCALE: 1 "=20'
PROPERTY LINES, BO NDARY INFORMATION
AND TOPOGRAPHY TAKEN FROM "MAP OF A
TOPOGRAPHIC SURVE MADE FOR ROBINSON
& SON, LLC" DATED EBRUARY 26, 2008
PREPARED B Y.-
�1 O.TL u s e.,r2
St ves
Land S rveyors
169 Haviland Road eenabury, New York 12804
(518) 792-8474 ew York 13c. No. 50195
TAX PARCEL # 303.ZU-Z-f1
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
3
REVISED PARKING & DRAINAGE - FOR SITE PLAN MODIFICATION
4107109
2
APPROVAL CONDITIONS
6/2/08
1
TOWN ENGINEER COMMENTS
5/20108
0
ISSUED FOR SITE PLAN REVIEW
3112108
No.
Revisions
Date
GRADING PLAN
prepared for:
Robinson & Son, LLC
144 River St.
Town of Queensbury, Warren County, New York
Drawn: LWD
Checked: GTH
Scale: NOTED
Date: 3/3/08
169 Haviland Road
Queensbury, NY 12804
29317-01-53
Hutchins Engineering (518) 745-0307 Phone
9 g (518) 745-0308 Fax
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