2013-342 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: P20130342 Date Issued: Tuesday, July 22, 2014
This is to certify that work requested to be done as shown by Permit Number P20130342
has been completed.
Location: 49 OVERLOOK Dr
Tax Map Number: 523400-290-054-0001-007-000-0000
Owner: JOHN & ANITA DUNCAN
Applicant: JOHN & ANITA DUNCAN
This structure may be occupied as a:
Deck By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property 2 4
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
` e 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
ir
1111 Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20130342 Application Number: A20130342
Tax Map No: 523400-290-054-0001-007-000-0000
Permission is hereby granted to: JOHN & ANITA DUNCAN
For property located at: 49 OVERLOOK Dr
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: JOHN & ANITA DUNCAN Deck $8,000.00
49 OVERLOOK Dr Total Value $8,000.00
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
JRD LTD
JOHN DUNCAN 796-6555
PO BOX 1
HADLEYNY 12835-0000
Plans&Specifications
2013-342
DECK 422 sf
$50.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday,August 05, 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 nsbu /J , d '... - st 05,2013
fcf
SIGNED BY - \ for the Town of Queensbury.
Director of Building&Code Enforcement
• `r-"Town of Queensbury Building & Codes Office Use Only
ACCESSORY STRUCTURE APPLICATION Received:
.Tax Map ID:---, p`)Qp „�y -/-7
A permit must be obtained before beginning construction , /3- <40)Permit No.:
For any structure other than residential principal structure(house)to include, gut Permit Fee':
r
not limited to: garage, shed, dock deck, carport, pole barn, greenhou eietc2 3izsan NO.2)
Refer to Informational Brochure No.3 Accessory Structures-Sheds/Fences
' 1 -
Date \—'t- A 2.."1 201 3 `Applicant t 1
Tax Map ID actO.51{ - -1- Address 14q` OU I OO 'D1
Zoning t?Is`�(Qt�J`TC\,c {� c.vwi S‘B. Sri ti ut
Phone S(ce, 796 tiles.
Owner -3t.A 4 A,aIrak 1AUNc i ContractodAgent
Address 4al 0\iickl.C.Cit Address Por9 \
'1t-1 AAl7t r l•�Li I.2.vt,
Phone .51,2 -49. to ( 5\ Phone SMen tat Co 's t D
Contact Person for Building&Code Compliance: -34ctCV'-1 Day Phone: 19(0 C0S.S S
Building Street Address: 4C\ O ock...
Subdivision Name OV(t��C. r't tLIW I) Lot#: Historic Site: Yes V.-No
Estimated cost of construction: $ cd66b —Are there any other accessory structures on property? If yes,please list: NO
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 . SF
DetachedGarage(#of cars ) 3.3 1~Deck
S✓'
Dock 60 IT • �f
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) ) yl
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 aws 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 lice sed land surveyor of all ewly constructed facilities prior to
issuance of a certificate of occupancy.
Il have read and agree to the above Print Name: . .tip .1/43
Signature: W1 SSW
Date:
Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256
R.. 1'ues tel/
Queensbury Building & Code Enforcement - Residential Final InsPpection 6l D - [l�
Office No. (518) 761-8256 Arrive: am/pm Depart:Ll\� am/pm
Date Inspection request received: Inspector's Initials:
NAME: .D u/)t✓Q,n PERMIT#: /,1 -3 c(a
LOCATION: '9 c9 QU c c I n n K DATE: a d —//
TYPE OF STRUCTURE: 1 ) & 0 K
Comments:
Yes No NIA
4" Building Number Address visible from road
Chimney Height/'B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Ven �y�jj�' imum 18 Indies
Roof Complete/44:02,
4:02 ete
Platform at all e R
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above grade
Guard at deck,pll at 34 inches a more �/ ,—i.,/
Guard at deck,porches 36 inches or moreV// `t -`—^y4
Handrail Termination at Newell Post or Wall ✓
'or Railings 34 inches to 38 inches
Deck Bra ' /Handicapped Ramp Compliant ✓
y 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 sq.ft.-150 sq.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 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
Fumace/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 dosed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door I 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
(1'
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification, if required
Okay to issue C/C or C/O[Temporary/Permanent]
L:U3uilding&Codes FormslBuilding&CodesUnspedion Fonns Residential Final Inspection Form_revised_100405.doc;Revised
January 7,2008; Revised 626/08;Revised 12/22/10,Revised 04/13/11
i hLtrsdQ *//
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depard� nilpm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials/t
2
NAME: U /\ ePERMIT#: / 3—3 t
LOCATION: y r va K INSPECT ON: 9 - S—/3
TYPE OF STRUCTURE: ECS ic
Comments
Footings N N/A
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
Fooling Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Phmrbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Buliding&Codes Forms\Bullding&Codes\InspeWon FonnsWoundation Inspection Reportdoc
Last printed 12/20/2005 9:24:00 AM
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Land Surveyors is
169 Haviland Road
Queensbury NY 12804
(518)792-8474 '
Fax (518) 792-85111 ' 1 ; ^- -- - -
Invoice submitted to: ( I i� _ 1 JUL 29 2013 1 J
John and Anita Duncan November 6,2012 .Y
49 Overlook Dr. I buil
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Queensbury NY 12804 Invoice 41-99314
—
In reference to: Overlook Dr; Qby
Amount
For professional surveying services i $200.00
Balance due $200.00
BALANCE IS DUE IN 15 DAYS----11/21/12
— WMA C U S\CL,
Subject to interest after 30 days. 1.5% interest compounded monthly.
VISA & MASTERCARD ACCEPTED
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/� rl 4g3ased on our limited examination,compliance
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STRESS ANALYSIS
CUSTOMER: DUNCAN
DATE: 07/18/13 DESIGN: DECK13199 REF:
SALESMAN # 50064 - BP
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X8 DEFLECTION 115 PSF
16" BENDING 126 PSF
SHEAR 118 PSF
COMPRESSION 201 PSF 115 PSF
BEAMS 2-2X12 DEFLECTION 374 PSF
BENDING 136 PSF
SHEAR 87 PSF
COMPRESSION 208 PSF 87 PSF
BOLTS 1/2" SHEAR 2939 PSF 2939 PSF
POSTS 6X6 STABILITY 736 PSF 736 PSF
TOTAL LOAD 87 PSF
DEAD LOAD 10 PSF
LIVE LOAD 77 PSF
STRINGERS 2X12 DEFLECTION 152 PSF
BENDING 181 PSF
SHEAR 180 PSF
COMPRESSION 747 PSF
TOTAL LOAD 152 PSF
DEAD LOAD 10 PSF
LIVE LOAD 142 PSF
21' 6"
8' Iu 2' 7' 6" 2' 2'
J
(D
1 1 CO
Nh, (U
In
N co
x\ —r
N
2-2x12 Beam
N 1 1 = -- I I .I =
(U
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--- -___
1
II I ---� .---- ---Th p ��
iD6x6 Post 5415*
----/ '12IN SONO TUBE `Y
_--I—
I 1 -_ " 1
6' S" 15'
Plan View Store Name
DUNCAN 123 Street Rd.
07/18/13
Ref:Deck13199 CityST
Scale:3/16"= 1' (800)555 1212
1111
111:1J1
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m. .-- •' MIA iIA mA {.7
11111
no Mil•
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A in mom in
■■■�■
AA
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LENGTH 911v111.• LENGTH Oahu
A101n(4) 1e'91/41 I.rim 1) 01/4'
9 Joist 10'II 1/4' H rim V 1 1/4'
O 001.0 l7'7]U' Po R45 N rim 411/0' 1)0 2He
O 10141 10'3 9/4' PO R46 0 rim 9'2 114' 1)45 2)45
▪101.t(e) 10'a tl.' P rim 7'1011.' 1)45 2)45
F 101st 16 11 1/4' FO R40 0 rim 9.21/4 qu 2)45
010111 10'II lie R rim 2.1/2' 1)45 2)0
H lura 1e'11. 1)0 540 grim 71114'
H rim 4.514' T 44 10.101/V 1)O 2)40
1 n.010 Si 594' 1pe 2)45 T.010101 e'O yr
I rim r e' u cop 41 11 14' 149 54e
41...i. 9'05/41 1)46 2)40 011011100 x114'
J rim 41 6' V 4.00 V 2' 140 2)0
K wai. 1r 1)45 246 W 0.p 19'10' 1)0 2)40
K rim 14'101/5' W motion 791/4'
L IUOr. 20' 1)40 2)0 X 01110 2W 4 1/5' 1)4e 2)0
x.101101 x53/4'
Cut List Store Name
DUNCAN 123 Street Rd.
07/18/13
Ref:Deck13199 City,ST
Scale: 1/8"=1' (800)555 1212
9' 11 3/4'
I 11 U U I III II II U II I.1 U U U U I L Li
5' 11 1/4'
'lII�11 !BI U III I
2' 6 1/2'
➢I I II Ci U U UI I II II II U MIL
L J 1' 6 1/2'
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 21' 4 1/2" 4 6' 7 3/4°
B 6' 7 1/2° 2 5' 2"
C 14' 10 1/2" 3 6' 8 1/2"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48"
Beam Layout Store Name
DUNCAN 123 Street Rd.
07/18/13
Ref:Deck13199 City,ST
Scale:3/16"=1' (800)555 1212
Se
C 8'
C 8' MEM
C 8' _jt
D 8'2' nr•
D 8'8" altM:'•
D 91' SnEn
D 91' ana
C 8'8'
C 8' F 13'5'
E 12' D 9'5'
C 8' F 13'5'
E 12' O 9'5'
C 8' F 13'5'
E 12' D 9'5'
C 8' F 13'5'
E 12' D 9'6'
C 8' F 13'5'
E 12'
C 8' F 13'5'
E 12' D 9'6'
C 8' F 13'6'
E 12' D 9'5'
C 8' F 13.8'
E 12' D 915'
C 8' F 13'5'
E 12' D 915'
C 8' F 13'8'
E 12' 0 915'
C 8' F 13'6'
E 12' D 9'S'
C 8' F 13'5'
E 12' D 9'S'
C 8' F 13.8'
E 12' D 9'5'
F 13'5'
14.11'
14'11'
14'11'
14'11'
14'11'
14'11'
14'11'
Plank Layout Store Name
DUNCAN 123 Street Rd.
07/18/13
Ref:Deck13199 City,ST
Scale: 1/4"= 1' (80(1)555 1212
ID Wood Type Size Quante Length
A ) PT 5 / 4x6 1 8000 °
B ) PT 5 / 4x6 2 8000 °
C ) PT 5 / 4x6 19 8000 °
D ) PT 5 / 4x6 17 10 . 00 °
E ) PT 5 / 4x6 13 12 . 00 °
F ) PT 5 / 4x6 14 14 ° 00 °
G ) PT 5 / 4x6 8 16000 °
pDUNC Layout AN Store Name
123 Street Rd.
07/18/13
Ref:Deck13199 City ST
Scale: 1/4"=1' (800)555 1212
Jul. 2 9 2013
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STRESS ANALYSIS
CUSTOMER: DUNCAN - LANDING
DATE: 07/18/13 DESIGN: DECK13199 REF:
SALESMAN # 50064 - BP
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X8 DEFLECTION 89 PSF
16" BENDING 104 PSF
SHEAR 106 PSF
COMPRESSION 183 PSF 89 PSF
TOTAL LOAD 89 PSF
DEAD LOAD 10 PSF
LIVE LOAD 79 PSF
8'
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2-2x8 Beam
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Plan View
S' 3 Store Name
DUNCAN-LANDING 123 Street Rd.
07/18/13
Ref:Deck13199 City, ST
Scale: 1/2"=1' (800)555 1212
HI
A A A 3 B
C
•
•
s
D
E-
F
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist(3) T 6 1/4' E leealo 6'0/4' 1)45 2)16
B joist(2) 10.5114' E rim
C testis 6' 1)0 2)16 F leealo S' 1)40 2)40
C rim 7'0 1/4' F rim 2'10 1/2'
D foals 6'3/4' 1)16 2)06 0 fascia 11' 1)16 2)0
D rim 6' 0 rim 10'0 1/4'
N rim T'10 1@'
Cut List Store Name
DUNCAN-LANDING 123 Street Rd.
07/18/13
Ref:Deck13199 City,ST
Scale:3/8"=1' (800)555 1212
7' 8 1/4'
A
3'
3 -
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 6'I I/2' 0
8 2'10 1/2' 0
Post spacing is measured center-to-center
Depth of concrete footers--48"
Beam Layout Store Name
DUNCAN-LANDING 123 Street Rd.
07/18113
Ref:Deck13199 City,ST
Scale:3/8"=1' (800)555 1212
B) 7' 11 " •
B) 7'11 "
B) 7'11 "
B) 7' 11 "
B) 7'11 "
B) 7'11 "
B) 7' 11 "
B) 7' 11 "
B) 7' 11 "
B) 7' 11 "
B) 7' 11 "
B) 7'11 "
B) 7' 11 "
B) 7' 11 "
B) 7' 11 "
B) 7'11 "
B) 7' 11 "
B) 7' 11 "
A) 2' 11 "
A) 2' 11 "
A) 211 "
A) 2' 11 "
A) 2' 11 "
A) 2' 11 "
Plank Layout Store Name
DUNCAN-LANDING 123 Street Rd,
07/18/13
Ref:Deck13199 City,ST
Scale: 1/2"= 1' (800)555 1212
ID Wood Type Size Quant , Length
A ) PT 5 / 4x6 3 8 . 00 °
B ) PT 5 / 4x6 18 8000 °
Plank Layout Store Name
DUNCAN-LANDING 123 Street Rd.
07/18/13
Ref:Deck13199 City,ST
Scale: 1/2"= 1' (800)555 1212