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2013-514 TOWN OF QUEENSBURY
*ow742 Bay 5 Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20130514 Date Issued: Friday, February 05, 2016
This is to certify that work requested to be done as shown by Permit Number P20130514
has been completed.
Location: 168 ROCKWELL Rd
Tax Map Number: 523400-290-010-0001-002-000-0000
Owner: BARRY& JENNIFER ROBINSON
Applicant: BARRY& JENNIFER ROBINSON
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 ( a,v/P 4
>Otowner 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
A 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20130514 Application Number: A20130514
Tax Map No: 523400-290-010-0001-002-000-0000
Permission is hereby granted to: BARRY&JENNIFER ROBINSON
For property located at: 168 ROCKWELL 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: BARRY& JENNIFER ROBINSON Garage Detached $10,000.00
168 ROCKWELL Rd Total Value
QUEENSBURY,NY 12804 $10,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2013-514
GARAGE detached 1st Flr: 576 sq ft; 2nd Flr: 288 sq ft
$129.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,November 04,2014
(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 Tow of Qu sbu 11,40d1
: ember 04,2013
SIGNED BY �� for the Town of Queensbury.
Director of Building&Code Enforcement
Town of Queensbury Building & Codes —ofrce Use Only
ACCESSORY STRUCTURE APPLICATION Received:
Map:D: on'
3 U13Tax U /— v2
A permit must be obtained before beginning construction /�_/ /y
Permit No.: 7
For any structure other than residential principal structure(house)to include, but Permit Fee: ' /,� t /0?7
not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.:
Refer to Informational Brochure No.3 Accessory Structures—Sheds/Fences
Date / Zg/7 3 Applicant 7 i4dyy A 1V n
Tax Map ID f o —I —2_ Address Ho /LFXI r% re-P,
Zoning LISA-C_17 i fl- rte x'64/15 3UR rJ
Phone C- 52g b!o f $r 0'/
79z —(off/Z
Owner 7)4 ../'7' 1145 .17.V134:"'‘ Contractor/Agent 4A-w‘C
Address / C293 1z-oc/GL-‹..(.L 2A Address
pur I1ci L z y 4 /zseloct
Phone C— B ZCev -4/€164t, Phone
l4 — -, 7`f (vii f
Contact Person for Building&Code Compliance: ?S rellZ- Ave j ilSa'7 Day Phone: 57 13—Z(PO-yc/i010
Building Street Address: (III do Jim—L�' / 51gUrc--,1 0 V 12ec`-i
Subdivision Name: s‘X Lot#: N Historic Site: Yes ji No
Estimated cost of construction: $ /Oe 00O
Are there any other accessory structures on property? If yes,please list: 6 t-/-6r17
Type of Construction:
Check all that apply Please indicate measurements as required below
1st Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height
Boathouse
Boathouse with Sundeck
Deck
Detached Garage(#of cars t) .7 Co r y.ye r Rolf ._
Dock
Pole Barn
Porch-Open
**Porch-3 season, Covered,Enclosed
Shed
Other Accessory Structure(s)
**Considered floor area&must comply with FAR(Floor area ratio) requirements if located in the Waterfront Residential zone.
Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256
Please include two(2)sets of the following documentation with the application fee:
1. Accessory Structure Application
2. Plot plan drawn to scale with the use of a survey map, if possible[40 scale-1 inch=40 feet]
a) Indicate proposed structure,showing setback dimensions from all surveyed property lines
b) Show location of all existing structures on the property
c) Show location of water supply(well or water lines)
d) Show location and configuration of septic disposal system or sewer line
3. Structural Drawings to include: Floor Plan; Foundation Plan;Cross Sections; Elevations
4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations
with construction costs over$20,000;Any commercial construction
Other Notes:
1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are
necessary].
2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial
application date.
3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance,and Structural plan review
CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL)
Residential Building Code
• New driveway requirements for structures located over 300 feet from main road;
• Spray foams are allowed to be exposed in rim joist box area only, must be covered by 15 minute thermal barrier all other areas;
• Protection against decay requirements;
• Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps;
• Vent stacks must be 18 inches minimum above roof for all structures
New Electrical Requirements
• Arc fault breakers required in all habitable spaces for receptacles;
• GFI protection for all other receptacles in kitchens, bathrooms,garages, and unfinished basements;
• All receptacles must be tamper resistant;
• Carbon Monoxide detectors must be located within 15 feet of sleeping area;
• All corrugated stainless steel piping must be bonded to the common ground for electrical service
New Energy Code Requirements
• Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant;
• Programmable thermostats required;
• Lighting must be 50%energy saving light bulbs;
• Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit;
• Res Check inspector's checklist must be available at time of insulation inspection
Declaration: 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 Print Name: �t,'f' /Z0ii i-i4Scf'7
Signature: 2
Date:
Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256
Z i.... • COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
::';'•''. Main Office 176 Doe Run Road-Manheim,PA 17545 . . . •
• ••
ll.t...• * ' ..
. .
-• % MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL . .
. .
•
..,, .
:,?:• . Permit No. 13 -3:"./.'1 Ccrt No 42274 Cut-in Card No.
Owner............ •
:',..•-•.:' . . .
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•".!; ., : Owner /344r40-/ A.,/ 6 it 1•JR ri- ..:
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• Location I 4 Ht 4.c 1CiJ4 ad 4-1. - Rao Cali rearLA ia u.a./ • , . ,.
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Installation Consisting of CrRAA•G V.. Lx•-)1•11 I PI(.1.- : 50.1-4 ...Vet ki PraPcLa . ..
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Installed By... •5.4-,r11, C.,e Lic. No. .
.. .
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•
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:,. . The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
.',.. ' This cenificate only covers the electrical equipment and installation conditions as of date. Upon the
:II • . ; introduction of:itlditioPal equipment or alterations.application shall be promptly made for inspection, • ,
.... Inspectors of this Company shall have the privilege of making inspections at any time, and if its •.
rules are violated, the Company shall have the rightto revoke this certificate,
:::',:. • ,
.• C. L....) . .
. Date. • 2 - - /<a INSPECTOR.,...... ---3/, frieze-evreri,--41—s
. • Member N.F.P.A.,I.A.E.I.
•
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t 0 39Vd oiawnw NO d 178SHIEL IT :Zi 9I0Z/b0/Z0
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518) 761-8256 Arrive: am/ De art: f'[3c_ mipm
Date Inspection requeCV:57T
t received: Inspector's Initials:
NAME: PERMIT#:LOCATION: (Lt�.6 .vG ,,�,_ DATE: , t�TYPE OF STRUCTURE:
Comments:
Yes No N/A
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 I v l �+
Guard at stairwell at 34 inches or moref-C< C--�
Guard at deck,porches 36 inches or more �. t 1 ,,w,, , � �� d�--
Handrail Termination at Newell Post or Wall l�� 'f�-'` [ �l 1
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 ! ;' � L
Gas Valve shut-off exposed/regulator 18 inches above grade (p
Interior privacy I trim I doors 1 main entrance 36 inches �% T
Bathroom/Kitchen watertight Ark-Q--5
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
O
Outsideeevery bedroom area:
Inter Connected: Battery backup: ion
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area L -ebat
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents
Bathroom Fans, if no window
Plumbing fixtures
Foundation insulation to floor/Sticker on Panel ( Y n��-'�q,.,4 ��
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'''A"Gypsum
Basement stairs closed rise>4 inches
Garage 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 I Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification, if required
Okay to issue C/C or C/0[Temporary/Permanent] 01
�
L:1Building&Codes Forms\Building&Codeslinspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised
January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11
Residential Final Inspection
Inspection request received
Name Kb ►r1S01r1 Inspected on
Location Y OCA, Q Arrive am/pm
Permit No. — ij 1/1 Inspector's Initials
a/., 77
Type of Structure 3 ,70,.fit..,j
Yes No N/A Bathroom Fans, if no window
4" Building Number Address visible from road Plumbing fixtures
Chimney Height/ "B" Vent/Direct Vent Foundation insulation to floor/ Sticker on Panel
Location
Fresh Air Intake Duct work sealed properly/Blower Door Test
Certification
3" Plumbing Vent through roof minimum 18" ) Floor truss,draft stopping finished basement
Roof Complete/ Exterior Finish Complete 1,000 sq. ft.
Platform at all exterior doors Emergency egress below grade
Handrail 4 or more risers Gas Furnace shut-off within 30 ft.or within line
Guards at stairs, decks, patios more than 30 " of site
above grade Oil Furnace shut-off at entrance to furnace area
Guard at stairwell at 34"or more Furnace/Hot Water Heater operating
Guard at deck, porches 36 " or more Low water shut-off boiler
Handrail Termination at Newell Post or Wall Relief Valve(s)installed /Heat Trap/Water
Interior/Exterior Railings 34 " to 38 " Temp 110
Deck Bracing/ Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum
%2' Gypsum
Grade away from foundation 6 " with 10 feet
Basement stairs closed rise+ 4 inches
6" clearance to sill plate Garage Floor Pitched
Gas Valve shut-off exposed /regulator 18"above Garage fireproofing /Y. hour fire door/door
grade closer
Interior privacy/trim /doors/ main entrance Gas Logs in Sealed or Glass Enclosure
36 "
Bathroom/Kitchen watertight Final Electrical: Energy Saving Light Bulbs 50%
Safety glazing/Window in stairwells safety Final Survey Plot Plan
glazing Arc Fault Breaker Habitable Spaces /Tamper
Interior Smoke Detectors/ Carbon Monoxide Proof Receptacles
Detectors Flex Gas Pipe Bonding
Every level: Every Bedroom: As Built Septic System / Sewer Dept. Inspection
Outside every bedroom area: Sticker
Inter Connected: Site Plan /Variance required
Battery backup: Flood Plain Certification, if required
Attic access 30" x 22" x 30" (height) in Okay to issue Temporary/ Permanent
accessible area
Certificate of Occupancy OR
Crawl Spaces 18"x 24"access.1 sq. ft.-15O sq. Certificate of Compliance
ft. vents
Yes No N/AComments: m 6.,)(p`hP cc--6 (ivl1ot 1 L1T - LC-0 \ t �o
OZOCC,IkAlit-i-igk,--- —
Town of Queensbury Building & Code Enforcement Office No.(518) 761-8256
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Insp IL"`Q:',
quest received:
Queensbury Building & Code Enforcement Arrive: am pm
742 Bay Road, Queensbury, NY 12804 Inspector s als:
NAME: � PERMIT#: r 3
LOCATION: IZ INSPECT ON: ' 0
TYPE OF STRUCTURE:
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.
Heady A. 8 in.
airwells ' . or more ._ f�t 5-T r< kAt`- —
Exterior Deck Bracing t
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/ 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 0513
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p epart: f I / p
un/ m
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ` l
NAME: � � PERMIT#: `1->(-5,,
LOCATION: �� ,! � INSPECT ON: / L \ 1-2)
TYPE OF STRUCTURE: �>
Comment's
Y N N/A
Footings
Piers
Monolithic Slab i)
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
t
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 • •• within 10 ft.
L:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
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VEISAILLELQT P1-AN 70
I HAVE PERSONALLY MEASURED THE DISTANCE
FROM THE PROPERTY LINES TO THE ' I / Ap
PROPOSED S CTURE(S)OR SIGN(S) ,1RO
SIGNATURE DATE
2o29i,
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THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(414494A-/Stock Trusses -- , NY - 7-8 24' Attic 9/12 12' Room)
Top chord 2x6 SPF #1/#2 :T2, 13 2x6 SP SS Dense: Live loads applied in combination per ASCE 7 sec. 2.4.1 use 0.75
Bot chord 2x8 SP SS Dense :B2 2x4 SPF(S) #2: factor for multiple live loads.
Webs 2x4 SPF Stud
Collar-tie braced with continuous lateral bracing at 24" OC. or rigid
Lumber value set "13B" uses design values approved 1/30/2013 by ALSO ceiling.
Repair Specifications: BC attic room floor loading: LL = 30.00 psf; DL = 10.00 psf;
from 6-0-0 to 18-0-0.
A 3'-0" section of bottom chord to be removed where indicated on
drawing below. A load-bearing wall/column shall be located Truss designed for sleeping room only. No waterbeds permitted.
beneath truss on each side of 3'-0" opening. Provide information to contractor, architect, and bldg owner.
Trusses to be visibly stamped to indicate 30.00 psf MAX LL.
Repair truss using 23/32" APA Rated 48/24 Exp 1 sheathing nailed to
each side of truss at peak, gussets sized as shown.
Nail using 8d Box or Gun nails (0.113" x 2.5") from each side:
2x6 Top Chords 3 rows at 3" o/c, rows staggered
„\ Gusset
2x4i Ceiling Member 2 rows at d" o/c, rows staggered. t►.d40°,15 ���� 2-2-1
Nail into all members contacted by gussets. Width
Fasten a 2x8 Southern Pine #2 member to each face of ��a�nMaI"�` 11N- —r—
bottom chord on each side of 3'-0" opening. 2x8 side
members shall be full length of bottom chord sections.
Nail using 10d Box or Gun nails (0.128" x 3") from
each side in 3 rows at 4" o/c, rows staggered.
P
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- 12-0-00-9-5
p ES
�� Section to r \
be removed
2x8 x 9'-0" SYP #2 2x8 x 12'-0" SYP #2
R=935 U=137 W=5.5" Each face of chord R=1204 U=103 W=3.5" R=918 U=26 W=3.5" Each face of chord R=1237 U=147 W=5.5"
RL=241/-241
9-0-0 3_O_O 1 - 12-0-0 1=-'
I_ 12-0-0 _I_ 12-0-0 -I
�
' 24-0-0 Over 4 Supports -I
Design Crit: IRC2006/TPI-2002(STD) .},,,t,,,.
PLT TYP. 20 Gauge HS,WAVE FT/RT=O%(0%)/3(0) 13.02.02. Z4 TY:52 NY/-/1/-/-/-/F Scale =.3"/Ft.
S.R.Sloan 800-366-7562 TRUSS REPAIR SE`�r L ti)'• ''•. TC LL 46.2 PSF REF R219-- 82480
P.O.Box 560,New Hartford NY 13413 h,CO' A 't O?
DAMAGED TRUSSES*1ST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAWGE 7 •C''?rjN 1, TC DL 10.0 PSF DATE 01/20/14
NIB THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUOENT SOLUTION IS TO SCRAP i * i fj A.9
TE DAMAGED TRUSSES AND REBUILD. INTERNAL 1000 FIRER DAMAGE AND EXCESSIVE 4 J {{{`yyy�S��; ,�1'•:3 a BC DL 10.0 PSF DRW MOUSR219 14020002
CONNECTOR STRESS FROM BENDING OR SHOCK CAMNOT BE READILY DETECTED. THEREFORE. A.•E~�)'Z Y
N. BC LL 0.0 PSF MO-ENG BAF/BAF
IT IS VITAL THAT THE TRUSS FABRICATOR AND BUILDING CONTRACTOR CONSIDER THE •'-
ALP I NE CAUSE OF THE DAMAGE IN THEIR DECISION"NETHER TO REPAIR OR REBUILD. C�6C. a.p ft, SD
_ CR THIS _ y, TOT.LD. 66.2 PSF SEAN- 15404 REV
s.
Building Components Group,Inc. REPORTED�BY THETRUSS MANUFACTURER TOING NAVEEBEEN DDAMAGES. A QUALIy To TIME FIED THIRD PARTY OF THE S411171'4.4. .....,
•`•fit^rY>i�
� <� DUR.FAC. 1.15 FROM WC
INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE. IF ANY,
Earth City,MO 63045
AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATE ON THIS DRAPING. 01/20/2014 SPACING 24.0" J REF- 1 V 3 7 2 1 9_Z 0 5
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7/16 WAFERBOARD SHEATHING
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