2014-362 TOWN OF QUEENSBURY
Forma 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20140362 Date Issued: Friday, September 26, 2014
This is to certify that work requested to be done as shown by Permit Number P20140362
has been completed.
Tax Map Number: 523400-301-015-0001-002-000-0000
Location: 2 WALTON Ct
Owner: CHRISTOPHER D DARK
Applicant: CHRISTOPHER D DARK
This structure may be occupied as a:
Deck
By Order of Town Board
TOWNN OF QUEENSBURY
Issuance of of the e of Compliance DOES NOT ive the ( \ �f ✓
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: P20140362 Application Number: A20140362
Tax Map No: 523400-301-015-0001-002-000-0000
Permission is hereby granted to: CHRISTOPHER D DARK
For property located at: 2 WALTON Ct
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: CHRISTOPHER D DARK
2 WALTON Ct Deck $4,000.00
QUEENSBURY,NY 12804-0000 Total Value $4,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
A& S CONSTRUCTION
10 IRONGATE Rd
OUEENSBURY.NY 12804-0000
Plans&Specifications
2014-362
DECK 16' x 20'
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,August 25,2015
(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 Town u nsbu r� M i i a, August 25, 2014
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
t
Office Use Only
ACCESSORY STRUCTURE APPLICATION Received
1-19) r��� TaxMap�lp
DATE
Nb'
TAX MAP 1D 301 is-i-2- I IN I Permit, i, I ;, ��
AUG ,Permitfee r �'
ZONING , �„s�`�t 10 L I 1 ' uRec Feel el 4_
HISTORIC SITE Yes 3 No I TOWN 1.. Approvals
L-0t#Ui/^�T._L
SUBDIVISION NAME = I
'/
APPLICANT M(
"Iyi"" .� ',
/ 2Cf/1./L OWNER R-" curial:!^lf+�-L
n''" -
ADDRESS �f tO ateOr' ADDRESS
0 tC,-Z- /
PHONE / 9/ -39-2 J/ PHONE �y` �)
CONTRACTOR _A 5 is (13Y1.�i r/-q(7 i7 D GI_ COST OF CONSTRUCTION(ESTIMAT,E�D)�:.,sL/,i�4^ O�`-'
ADDRESS: it JrLTfl Jai Le AP/7i_ BUILDING ADDRESS: o2 !04-64 "�' `-7
L1 �Hs2L4r/i Afyinol F ,
PHONE: v/v - Lib or - V 5 7 E
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE CA-4-0 -11:2-^-A PHONE 79 139121
TYPE OF CONSTRUCTION umcw t,qkP AXX .lain' oo e C otc)
Check all that apply v Please indicate measurements as required below
Boathouse 15'floor sq.ft. 21'd floor sq.ft. Total sq.ft. Height
Boathouse with Sundeck
Deck 1e/20 3-ie, arwg", U 4/5-
Detached
1SDetached Garage(if of cars )
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 WR zone
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&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.
7
✓I have read and agree to the above: Print Name: sa 1 Y 1 Ala *AL I- ! r A. Date:
Jr 'V
Signature: = Date:
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518) 761-8256 Arrive: am/pm D rt: -4— am/pm
Date Inspection request received: Inspector's Initials: c
NAME: PERMIT#: 2-0\4c '�Z
LOCATION: �r. ,is c""v DATE: 125\`ek—
TYPE OF STRUCTURE: -tax, )4
Comments:
Yes No N/A ,�., fir►
4" Building Number Address visible from road �����►��.r/ 1 sit' es
Chimney Height/B"Vent/Direct Vent Location C`
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors f _ _
Handrail 4 or more risers N./ �c�
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more CX
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 OC
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors/Carbon Monoxide Detea.tuia Vri. 7
Every level: _ Every Bedroom: _
Outside every bedroom area: _ r Tj 3 ' 5
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 `J
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.R , x
Emergency egress below grade A
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''1'Gypsum
Basement stairs dosed 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/Sewer Dept. Inspection Sticker
Site Plan / rtifce required
FloodOay PlainiICertification,Cr C if required
Okay to issue C/C or C/O[Temporary/Permanent]
L:Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6126/08;Revised 1222110,Revised 04/13/11
Town of Queensbury Building &Code Enforcement �� �My
Office No. (518) 761-8256 11
Framing I Firestopping Inspection Report
Inspection request received:
Name: b&itpp Inspected on:
Location: a tjD6 .ba 64- Arrive: R"lam a.m.I p.m.
Permit No.: _ Inspector's Initials:
TYPE OF STRUCTURE:
N NIA COMMENTS:
Framing—7>
LIAltic Access 22"x 30"minimum
Jack Studs I Headers
Truss Specification Provided
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C. �_�57
Headroom 6 ft.8 in. ( 1 C �Vt
Stairwells 36 in.or more
Exterior Deck Bracing
Headroom 6 ft.8 in.
Notches/Holes I 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
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 518 inch Type X
Ceiling/wall
Windows Habitable Space 1 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 Report
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm �'`� ��iDepart:/ t pm
742 Bay Rd., Queensbury,NYY� 12804 Inspector's Initial (2
NAME: Chris DorW PERMIT#: q— Co-
LOCATION: oC LD'21 +be% INSPECT ON:
TYPE OF STRUCTURE: D CC({
C ti \ '74 J - 34%11 Comments
'J N N/A
Footings
Piers ,
Monolithic Slab (��V� lll"' li D
Reinforcement in Place
The contractor is responsible for !��
providing protection from freezing 'I v
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 12/18/2013 2:44:00 PM
2
CROSS-SECTION IL .SPY
CUSTOMER -- DARK /TOMO
DATE 08/25/14 REF Deck14218 I --':7--
TOWN OF QUEENSBURY
I `� BUILDING DEPARTMENT
Based on our limited examination,compliance
with our comments shalt not be construed as
indicating the plans ana specifications are in
full compliance with the Building Codes of
New York State.
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&to " intik QI. o ra't•L STORE NAME
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123 STREET RD
9 ^ , �� rs
Mo-ti MUM (411 b0- t`1 CITY. 5T
(800) 555 1212
.Slops 8 lig ,rtsc- _ q rr run
-1}C,.no1 rcki1/41 3k.{`= 3S" ktaik 100411 std es oP ni)s
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20'
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LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A Joist (14) 15' 7 1/2' F cep 5' 7'
B feeds 16' 1)45 2)45 F section 5' 9 1/2'
B rim 15'7 1/2' G cep 5' 9 1/4'
C resole 20' 1)45 2)45 0 section 5' 11 3/4'
C rim 19' 10 1/2' H cep 5' 1 3/4'
D (eecie 16' 1)46 2)45 H section 6' 4 1/4'
D rim 15' 7 1/2' I cap 7'4 1/2'
E fascia 20' 1)45 2)45 I section 7'7'
E rim 18' 10 1/2' J cap 5'7 3/4'
J section 5' 10 1/4'
20'
LA-Le on_ erzfivtne
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tjar SSCX 48 " joe11 9 rack_
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3-2x8Lrm Bean
1' 10 1/8"
•
6' 1 1/2" •
B •
6' 1 1/2"
■ ■_
10 1/2"
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 19' 10 1/2" 3 9' 2 1/2"
B 19' 10 1/2" 3 9' 2 1/2"
C 19' 10 1/2" 3 9' 2 1/2"
Post spacing is measured center-to-center.
Depth of post-in-concrete footers --- 0"
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•
ID Wood Type Size Quant , Length
Planks cannot be sliced until materials are regenerated .
No material breakdown is available .
Date:8/25/2014 Bill Of Materials
Store Info: Customer In_fo.(ID)
Salesperson: TOM 0 Name: DARK/TOMO
Store Name: Store Name Company:
Address: 123 Street Rd. Address'
City,ST, 12345 ,
Phone:(800)555 1212 Fax:(800)555 1212 Phone:
(1 of 5)
Date.8/25/2014 Bill Of Materials
LUMBER •
MATERIALS
Name=;'- - .. Sku , - Qty - Description ° 't-2 Type Pricey Extended
Decking 568PT 34 EA PT PREM TREATED PT 4.99 169 66
ABOVE GRO
Decking 5612PT 32 EA 5/4X6-12 PREM TREATED PT 7.99 255 68
ABOVE GR
Decking 5614PT 2 EA 5/4X6-14 PREM TREATED PT 9.59 19.18
ABOVE GR
Rail Cap 268T 8 EA PT#1 TREATED ABOVE PT 4.89 39.12
GROUND
Horz Rails 2416T 8 EA 2X4-16#2 TREATED ABOVE PT 7.89 63.12
GROUND
Rail Posts 4416T 3 EA 4X4-16 TREATED GROUND PT 17.49 52.47
CONTACT
Stair Posts 4410T 4 EA 4X4-10 TREATED GROUND PT 9.99 39.96
CONTACT
Stair Stringer 2128T 3 EA 2X12-8#2 TREATED ABOVE PT 11.49 34.47
GROUND
Stair Tread 5612PT 2 EA 5/4X6-12 PREM TREATED PT 7.99 15.98
ABOVE GR
Stair Tread 568PT 6 EA 5/4X6-8 PREM TREATED PT 4.99 29.94
ABOVE GRO
Stair Riser DT-18012MAHLF 1 EA 1X8 12' MAHOG 0.00 0.00
ANY_LF
Stair Stringer 21214T 2 EA 2X12-14#2 TREATED ABOVE PT 18.92 37.84
GROUN
Stair Riser DT-1808MAHLF 2 EA 1X8 8' MAHOG 0.00 0.00
ANY_LF
Beams 2820T 9 EA PT 2x8,20 PT 19.59 176 31
Joists 2816T 14 EA 2X8-16#2 TREATED ABOVE PT 14.32 200.48
GROUND
Fascia DT-11016PT 2 EA 1X10 16' PT 15.99 31.98
Fascia DT-1101OPT 4 EA 1X10 10' PT 9.99 39.96
Rim board 2816T 2 EA PT#2 TREATED ABOVE PT 14 32 28.64
GROUND
Rim board 2820T 2 EA PT 2x8,20 PT 19 59 39.18
Stair Rail Cap 2616T 2 EA 2X6-16#2 TREATED ABOVE PT 11 12 22.24
GROUND
Horz Stair Rails 2416T 2 EA 2X4-16#2 TREATED ABOVE PT 7.89 15.78
GROUND
6X6-14 TREATED GROUND
Ground Posts 6614T6 5 EA CONTACT FOR PT 35.89 179.45
STRUCTURAL USE
SubTotal 1 49144
(2 of 5)
•
Date•8125/2014 Bill Of Materials
OTHER •
MATERIALS
Name=>' . Sku = Qty - Description _- ____ Price Extended14
8IN JHANGER TZ28 EACH TRIPLE ZINC HANGER(1)2X8-10 $1.06 $1484
8D NAILS 18GB 1 EACH 1 LB 8D GALV BOX NAILS $3.69 $3.69
10D NAILS 110GB 3 EACH 1LB 10D GALV BOX NAILS $3.69 $11 07
WALL FLASHING CSDL 1 EACH "12""X 20'COPPER SHIELD" $59.99 $59.99
WALL FLASHING 114CN 1 EACH "1/4-lb 1-1/4""COPPER NAILS" $4.39 $4 39
NAILS
20
LAG BOLT 4IN 124GLB EACH 1/2X4 HEX LAG GAL $1.54 $30.80
1/2IN WASHER 12GW EACH 1/2 GALV FLAT WASHER $0.35 $7.00
2.5IN SCREWS 1212XT 5 EACH "tib.BOX 2-1/2""XT SCREWS" $8.29 $41.45
6IN BOLT 3/8 387GCB EACH 6IN BOLT 3/8 $2.16 $47.52
3/8IN NUT 38GN EACH 3/8 HEX NUT GALV $0.17 $3.74
3/81N WASHER 38GW EACH 3/8 GALV FLAT WASHER $0.14 $3.08
16
6IN BOLT 126GCB EACH 1/2X6 CARRIAGE BOLT GALV $2.25 $36.00
1/21N NUT 12GN EACH 1/2-13 HEX NUT GALV $0 38 $6 08
32
1/21N WASHER 12GW EACH 1/2 GALV FLAT WASHER $0 35 $ 11 20
2.5IN SCREWS 1212XT 2 EACH "l Ib.BOX 2-1/2""XT SCREWS" $8 29 $ 16.58
BOLT 1/2X1OIN 121OGHB BCH 1/2X10 GALV HEX BOLT $4.22 $75.96
1/2IN NUT 12GN BCH 1/2-13 HEX NUT GALV $0.38 $6.84
1/2IN WASHER 12GW EACH 1/2 GALV FLAT WASHER $0.35 $12 60
6IN BEAM BRKT LPC6Z 18 EA TRIPLE ZINC POST CAP SPLIT 6X6 $4.44 $79 92
12IN SONO TUBE 12ECT 3 EACH 12'"'X12'EASTERN CONST $21.59 $64.77
TUBES"
80LB CONCRETE 80CM EACH SURE MIX CONCRETE $4.99 $89.82
H HANGER H1Z BCH TRIPLE ZINC RAFTER TY RT15-TZ $0.93 $42.78
BAL 2X2X36 PT 223tb 119 EA 2X3X36 SPINDLE $3.79 $451.01
2 5IN SCREWS 1212XT 5 EACH "1Ib BOX 2-1/2""XT SCREWS" $8.29 $41.45
6D NAILS 16GB 1 EACH 1 LB 6D GALV BOX NAILS $3.69 $3.69
8D NAILS 18GB 1 EACH 1 LB 8D GALV BOX NAILS $3.69 $3.69
10D NAILS 110GB 2 EACH 1 LB 10D GALV BOX NAILS $3.69 $7.38
3IN SCREWS-5LBS 53XT 2 EACH "BOX 250ct 3""XT SCREWS" $16.99 $33.98
3IN SCREWS 13XT 1 EACH "l Ib. BOX 3""XT SCREWS" $8.29 $8.29
SubTotal S 1,219 61
(3 of 5)
Date:8/25/2014 Bill Of Materials
Report Summary
DESCRIPTION PRICE NOTE
Lumber Materials $ 1491.44
Other Materials $ 1219.61
Total $ 2711.05 320 00 Sq Ft, $8.47 Per Sq Ft
Price valid until 08/07/14.
•
Fastening Systems:
Screws
Wood Types-
Deck planks PRESSURE TREATED 1
Joists PRESSURE TREATED 1
Fascia PRESSURE TREATED 1
Rim board PRESSURE TREATED 1
Beams PRESSURE TREATED 1
(5 of 5)
PULL LIST
CUSTOMER: DARK /TOMO
DATE: 08/25/14 DESIGN: DECK14218 REF: 14218151 . ZP1 • .
SALESMAN # TOM 0
WOOD TYPE SKU QUANTITY DESCRIPTION
PRESSURE TREATED 1 568PT 40 EA 5/4X6-8 PREM TREATE
PRESSURE TREATED 1 5612PT 34 EA 5/4X6-12 PREM TREAT
PRESSURE TREATED 1 5614PT 2 EA 5/4X6-14 PREM TREAT
PRESSURE TREATED 1 268T 8 EA 2X6-8 #1 TREATED AB
PRESSURE TREATED 1 2416T 10 EA 2X4-16 #2 TREATED A
PRESSURE TREATED 1 4416T 3 EA 4X4-16 TREATED GROU
PRESSURE TREATED 1 4410T 4 EA 4X4-10 TREATED GROU
PRESSURE TREATED 1 2128T 3 EA 2X12-8 #2 TREATED A
MAHOGANY LF DT-18012MAHLF 1 EA 1X8 12 '
PRESSURE TREATED 1 21214T 2 EA 2X12-14 #2 TREATED
MAHOGANY LF DT-1808MAHLF 2 EA 1X8 8 '
PRESSURE TREATED 1 2820T 11 EA PT 2X8, 20
PRESSURE TREATED 1 2816T 16 EA 2X8-16 #2 TREATED A
PRESSURE TREATED 1 DT-11016PT 2 EA 1X10 16 '
PRESSURE TREATED 1 DT-11010PT 4 EA 1X10 10 '
PRESSURE TREATED 1 2616T 2 EA 2X6-16 #2 TREATED A
PRESSURE TREATED 1 6614T6 5 EA 6X6-14 TREATED GROU
STRESS ANALYSIS
CUSTOMER: DARK /TOMO
DATE: 08/25/14 DESIGN: DECK14218 REF: 14218151 . ZP1
SALESMAN # TOM 0
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X8 DEFLECTION 483 PSF
16" BENDING 343 PSF
SHEAR 216 PSF
COMPRESSION 497 PSF 216 PSF
BEAMS 3-2X8LM DEFLECTION 84 PSF
BENDING 75 PSF
SHEAR 79 PSF
COMPRESSION 467 PSF 75 PSF
POSTS 6X6 STABILITY 864 PSF
BEARING 590 PSF 590 PSF
TOTAL LOAD 75 PSF
DEAD LOAD 10 PSF
LIVE LOAD 65 PSF
STRINGERS 2X12 DEFLECTION 270 PSF
BENDING 263 PSF
SHEAR 215 PSF
COMPRESSION 858 PSF
TOTAL LOAD 215 PSF
DEAD LOAD 10 PSF
LIVE LOAD 205 PSF
STRINGERS 2X12 DEFLECTION 241 PSF
BENDING 234 PSF
SHEAR 191 PSF
COMPRESSION 763 PSF
TOTAL LOAD 191 PSF
DEAD LOAD 10 PSF
LIVE LOAD 181 PSF
PRICE SUMMARY
CUSTOMER: DARK /TOMO
DATE: 08/25/14 DESIGN: DECK14218 REF: 14218151 . ZP1
SALESMAN # TOM 0
SUMMARY
LUMBER MATERIALS $ 1491 . 44
OTHER MATERIALS $ 1219 . 61
TOTAL $ 2711 . 05 (320 . 00 SQ FT, $8 . 47 PER SQ FT)
PRICE VALID UNTIL 08/07/14 .
DECK FASTENING SYSTEM
SCREWS
WOOD TYPES USED IN DECK
DECK PLANKS PRESSURE TREATED 1
JOISTS PRESSURE TREATED 1
FASCIA PRESSURE TREATED 1
RIM BOARD PRESSURE TREATED 1
BEAMS PRESSURE TREATED 1