2014-363 `� ` TOWN OF QUEENSBURY
ay742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20140363 Date Issued: Tuesday, July 14, 2015
This is to certify that work requested to be done as shown by Permit Number P20140363
has been completed.
Tax Map Number: 523400-302-014-0002-008-000-0000
Location: 19 DIXON Ct
Owner: RICK GARRAND JR
Applicant: RICK GARRAND JR
This structure may be occupied as a:
Deck
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the r— a.P 4 y-x--
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
e.", 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20140363 Application Number: A20140363
Tax Map No: 523400-302-014-0002-008-000-0000
Permission is hereby granted to: RICK GARRAND JR
For property located at: 19 DIXON 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: RICK GARRAND JR Deck $600.00
19 DIXON Ct Total Value $600.00
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2014-363
DECK 12' x 16'
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,August 21,2015
(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 f An ,Au:ust 21,2014
AI I
SIGNED BY ,' \ for the Town of Queensbury.
Director of Building& Code Enforcement
hari
Town of Queensbury Building & God C 1 ;oriciu ir
ACCESSORY STRUCTURE APPLIO'ATION4LB 1 1 Received: U
Apermit must be obtained before ���lD: , .3
beginning "constr�Uchon`_ . PermdNo� �. 1'f-o?v
wvOF
For any structure other than residential principal structure(ho�se)-to,mdude,e6ut3, , cFe: StQ
not limited to: garage, shed, dock deck, carport pole barn, greenhouse, etc. Site Plan NoJ
Refer to Informational Brochure No.3 Accessory Structures-Sheds/Fences
Date 6b/r Applicant �1,J< G
Tax Map ID 3002' /V 02- ,7 Address ` 9 /7?7c÷7._ et
Zoning A/ [crJeew5b(J-7 , it/k
Phone 7o/ / - /373
Owner e7-1 c.A. c,M .12f 0Qj) Contractor/Agent
Address 1 5 `)/..trn CT" Address
QoeeruS(ovlY , hicr
Phone �1 tl \ - 13 -7 3 Phone
Contact Person for Building&Code Compliance: *�:c--l-k G 4/2-6Z 7) Day Phone: 791—/3 7.3
Building Street Address: I el -TJ iX Wt. C. F'•
Subdivision Name: Drin 14-riot�% Historic Site: Yes No
net 6-n �ic%aL
Estimated cost of construction: $ ` 6/90
Are there any other accessory structures on property? If yes,please list
Type of Construction:
Check all that apply Please indicate measurements as required below
102 Floor sq.ft. 2,1 Floor sq.ft Total sq.ft. Height
Boathouse
Boathouse with Sundecic L
Deck 12- X //o 163; /r",
Detached Garage(It 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 Waterfront Residential zone.
•
Town of Queensbury Building&forms 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 fines
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/deskxiption 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.
Il have read and agree to the above Print Name: g a-if�i/`�
Signature: ICeL/ {�ayl��✓
Date: b/l//Y
Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256
MOND
Foundation Inspection Report I
Office No. (518) 761-8256 Date Inspection request received: b 1151 )5
Queensbury Building&Code Enforcement Arrive: am/pm Depart: t Am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials 3 -11")
NAME: 6aVrcu Ll PERMIT#: 1L -Nab
LOCATION: Iq D9COX1INSPECT ON: 'b-112-o.IS
\
TYPE OF STRUCTURE: lJak..K./
Comments
Footings /Y N N/A dl y� -too -- 5? -
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 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 12/9/2014
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 12804LInspector's Initials
NAME: ( 4}21 A t.S.�` J PERMIT#: A - �G
LOCATION: yak 9/,CAc��t s✓C INSPECT ON: •_i n
TYPE OF STRUCTURE: -
Comments
N N/A
Footings 7:1 9
Piers (/ 7:
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.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
cq
Queensbury Building & Code Enforcement - Residential Final Inspection p,,,„‘k_
vq
Office No. (518) 761-8256 1±1.12-015
! 1 Arrive: am/ptn Depart: 2 - Cl/pm
Date Inspection request received: " I`4I?Q.1S Inspectors Initials:
C/Jt)
NAME: 5Pca(a PERMIT#: lk-ala.3
LOCATION: Ict iXen Cjr• DATE: -tt 1 %Cm
TYPE OF STRUCTURE: MO_
_
Comments:
Yes No N/A i
4" Building Number Address visible from road 1
Chimney Height/"B"Vent/Direct Vent Location Thi I
Fresh Air Intake
3 inch Plumbing Vent thro e ••� w 8 inches � Ill
Roof Complete/Exterior r
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 i
Deck Bracing/Handicapped Ramp Compliant I
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 1
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 axess 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"h"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/Sewer Dept. Inspection Sticker ` /\
Site Plan /Variance required /
Flood Plain Certification,if required V/
Okay to issue C/C or C/0[Temporary/Permanent)
C-1
L:1Building&Codes FormslBuilding&Codestlnspection FormsResidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008; Revised 6(26108; Revised 12/22/10,Revised 04/13/11 4
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CROSS-SECTION
CUSTOMER -- RICHARD GARRAND "--- -_ -_,_
DATE 06/16/14 REF GARRAND
TOWN OF QUEENSBURY
BUILDING DEPARTMENT i `�
Based on our limited examination,compliance I -� -----
with
with our comments shall ,lot be construed as
nd sating the plans and specificat ons are in :`` =`` `\
full compliance with the Building Codes of .
New York State. L.
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7 CC A'14-iO4v( TOWN OF QUEEi :3y `X CITY, ST
"c.c. S7—� BUILDING & CODES/E6)/ WOW 555 1212
Reviewed By. _ f
Date: ____._ co 'SIE_
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LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A Joist (11) 11' 8 1/4' E rim 15' 10 1/2"
B resole 12' 1)0 2)46 F cep 12'4 1/2' 1)0 2)46
B rim 11' 8 1/4' F section 5' 9 1/4'
C fascia 18' 1)46 2)46 0 cap 15' 9' 1)45 2)45
•C rim 16' 10 1/2' 0 section 7' 9 1/4'
D fascia 12' 1)45 2)0 H cap 12'4 1/2' 1)45 2)0
D rim 11' 8 1/4' H section 5' 9 1/4'
IIS
10' 2 1/4"
A
1' 93/4"
II
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 15' 10 1/2" 3 7' 2 1/21"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48"
A) 15' 11 "
A) 15' 11 "
A) 15' 11 "
A) 15'11 "
A) 15'11 "
A) 15'11 "
A) 15' 11 "
A) 15'11 "
A) 15' 11 "
A) 15' 11 "
A) 15' 11 "
A) 15'11 "
A) 15' 11 "
A) 15' 11 "
A) 15' 11 "
A) 15' 11 "
A) 15' 11 "
A) 15' 11 "
A) 15'11 "
A) 15' 11 "
A) 15' 11 "
A) 15' 11 "
A) 15' 11 "
A) 15' 11 "
A) 15' 11 "
A) 15' 11 "
STRESS ANALYSIS
CUSTOMER: RICHARD GARRAND
DATE: 06/16/14 DESIGN: GARRAND REF:
SALESMAN # JEREMY
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X10 DEFLECTION 200 PSF
16" BENDING 162 PSF
SHEAR 149 PSF
COMPRESSION 192 PSF 149 PSF
BEAMS 2-2X1OLM DEFLECTION 206 PSF
BENDING 106 PSF
SHEAR 88 PSF
COMPRESSION 286 PSF 88 PSF
POSTS 6X6 STABILITY 1002 PSF
BEARING 453 PSF 453 PSF
TOTAL LOAD 88 PSF
DEAD LOAD 10 PSF
LIVE LOAD 78 PSF
PRICE SUMMARY
CUSTOMER: RICHARD GARRAND
DATE: 06/16/14 DESIGN: GARRAND REF:
SALESMAN # JEREMY
SUMMARY
LUMBER MATERIALS $ 1575 . 37
OTHER MATERIALS $ 3206. 22
TOTAL $ 4781 . 59 (192 . 00 SQ FT, $24 . 90 PER SQ FT)
PRICE VALID UNTIL 06/17/14 .
DECK FASTENING SYSTEM
SHADOETRACK (HEAVY DUTY GALVANIZED)
WOOD TYPES USED IN DECK
DECK PLANKS TREX LAVA ROCK
JOISTS PRESSURE TREATED 1
FASCIA TREX LAVA ROCK
RIM BOARD PRESSURE TREATED 1
BEAMS PRESSURE TREATED 1
GROUND POSTS PRESSURE TREATED 1
RAIL POSTS PRESSURE TREATED 1
RAIL CAPS PRESSURE TREATED 1
RAIL SPINDLES PRESSURE TREATED 1
OTHER RAIL MEMBERS PRESSURE TREATED 1
PULL LIST
CUSTOMER: RICHARD GARRAND
DATE: 06/16/14 DESIGN: GARRAND REF:
SALESMAN # JEREMY
WOOD TYPE SKU QUANTITY DESCRIPTION
TREX LAVA ROCK DT-2301616LR 26 EA 1X6 16 '
PRESSURE TREATED 1 2616T 3 EA 2X6-16 #2 TREATED A
PRESSURE TREATED 1 2416T 6 EA 2X4-16 #2 TREATED A
PRESSURE TREATED 1 4412T 3 EA 4X4-12 TREATED GROU
PRESSURE TREATED 1 21016T 4 EA 2X10-16 #2 TREATED
PRESSURE TREATED 1 21012T 13 EA 2X10-12 #2 TREATED
TREX LAVA ROCK DT-LR011212TS40 4 EA TRANSCEND 1X12 12 '
PRESSURE TREATED 1 668T6 1 EA 6X6-8 TREATED GROUN
Locally Owned sw� 7 / T Queensbury
�� urtis Lumber Co Inc ` '
�RB ��t. I!) URA 1460 Big Bay Road it I S --3co 3
Queensbury,NY 12804 / 111
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QUOTE (
1406-066247 R1 PAGE 1 OF 2
SOLD TO JOB ADDRESS ACCOUNT JOB
Cash Sales GARRAND, RICHARD CASH 0
!I! CREATED ON 06/16/2014
518-791-1373 EXPIRES ON 06/26/2014
BRANCH 1007
CUSTOMER PO#
STATION QBJY
Curtis Lumber CO, Inc CASHIER 750826
Store Hours: M-F 7am-5pm SALESPERSON
Sat Sam-4pm Sun Closed ORDER ENTRY 750826
MODIFIED BY 750826
Hem, - Description _ " __. -,._ 1 _;_- - -== Quantity U/M - Price 'Per , Amount _
21012T 2X10-12#2 TREATED ABOVE GROUN 11 -PC i 17.2900 A r PC - - - 190.19
21012T 2X10-12#2 TREATED ABOVE GROUN 2 PC 172900 PC ` - , 34.58
21016T 2X10-16#2 TREATED ABOVE GROUN 2 PC_ - 23.6900 PC 47.38
21016T 2X10-16#2 TREATED ABOVE GROUN 2 -PC9 23.6900 PC 47.38
2416T 2X4-16'#1 TREATED ABOVE GROUND 6" PC 10.2900 PC 61.74
2616T 2X6-16#1 TREATED ABOVE GROUND 3 PC 13.4900 PC 4047
4412T 4X4-12#2 TREATED GROUND CONTACT _ 4 PC 17.5900 PC 70.36
SYP S4S yr _ __ _ -_ 3
TREX56161TTS 1X6-16'TIKI TORCH SQUARE - I _ - s - tre EACH 60.6400 EACH 242.56
TRANSCENDTROPICAL;, - ;' 4 $
ri
TREX5616TTTG 1X6-16'TIKI TORCH GROOVED ,_- .-`' 24 EACH 60.6400 EACH 1455.36
TRANSCEND TROPICAL'_ ' . '
TREX11212TT 1X12-12'TIKI TORCH 4 EACH 130.8500 EACH 523.40 ppp
90UNIVCLIP UNIV CLIP FOR TREX TRANS 50SF 4 EACH 37.3900 EACH 149.56
UNIVSTARTSSCLIP START CLIP 400sf 36 pcs 1 EACH 39.0000 EACH 39.00
110GB 1 LB 10D GALV BOX NAILS 2 EACH 3.9900 EACH 7.98
110GB 3 '1LB 10D GALV BOX NAILS 2 EACH 3.9900 EACH 7.98
-,
1210GCB` "T - 1/2(10 CARRIAGE BOLT GALV 6 EACH 2.9900 EACH 17 94
1212X7 - - - -11b.BOX 2-1/2"XT SCREWS 4 EACH 8.6900 EACH 34 76
12ECT -- - - EA. 12"X12'EASTERN CONST.TUBES 1 EACH 26.3900 EACH 26.39
12GN - -1/2-13 HEX NUT GALV 6 EACH 0.3900 EACH 2.34
12GW 1/2 GALV FLAT WASHER 12 EACH 0.3900 EACH 4.68
Subtotal
Quote prices are subject to change without notice based on market conditions Curtis Sales Tax
Lumber cannot guarantee quantities listed are adequate for the customer's project.Please
review your quote carefully to confirm ample materials for completion of project.
Total
Signature
•
w,.d.eun.r..d,. "12/3
I Queensbury •
_ _- —�
rr ., M-lit t1,MJk2iurns igmayr o dInc
v J r. D 460 Big Bay Road
� �'J www.enrti>(umbeeenr Oe nsbury,(518)792-8601Y 2804 1111111111111101111111111111111111111 MINIM
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Fax:(518)792-8603
QUOTE
1406-066247 R1 PAGE 2 OF 2
- _ SOLD TO - - - JOB ADDRESS ACCOUNT JOB
Cash Sales GARRAND, RICHARD CASH 0
CREATED ON 06/16/2014
518-791-1373 EXPIRES ON 06/26/2014
BRANCH 1007
CUSTOMER PO#
STATION QBJY
Curtis Lumber Co, Inc CASHIER 750826
Store Hours: M-F 7am-5pm SALESPERSON
Sat 8am-4pm Sun Closed ORDER ENTRY 750826
MODIFIED BY 750826
Item - ; _. Description - L = - a - - r Quantify URn Price Per Amount
16GB 1 LB 6D GALV BOX NAILS 1 EACH 3.9900 EACH _ 3.99
18GB 1 LB 8D GALV BOX NAILS 1 EACH 3.9900 EACH 3.99
18GB 1 LB 8D GALV BOX NAILS `1 EACH 3.9900 EACH 3.99
223TB 2x2-3'SQ TREATED BALLUSTER 74 EACH - 0.9900 EACH 73.26
387GCB 3/8X7 GALV CARRIGE BOLT 18 EACH 1 7900 EACH 32.22
38GN 3/8-16 HEX NUT GALV 18 EACH 0.1800 EACH 324
38GW 3/8 FLAT GALV WASHER 18 EACH 0.1700 EACH 3.06
80CM SURE MIX CONC 30001b SOLB BAG 8 EACH 5.1900 EACH 41.52
8PDLF 8'PLASTIC DECK LEDGER 4- -. ,- it A 2 EACH 4.2900 EACH 8.58
i -s
HIZ Z MAX RAFTER TIE .' ,IFs. } X11. EACH 1.0900 EACH 11.99
ifr
LL358 3-5/8"LEDGERLOK SCREW 50pc._ -C-" 1 1 EACH 36.9900 EACH 36.99
LPC4Z Z MAX ADJ POST CAP-4 X 4 6 EACH 3.1900 EACH 19.14
TZ210 Z MAX HANGER(1)2X10-12-14 11 EACH 1.6900 EACH 18.59
DSB DECK BLOCK 4 EACH 5.7900 EACH 23.16
:°pro , i
E -ft ".
•
`
Subtotal 3,287.77
Quote prices are subject to change without notice based on market conditions.Curtis
Lumber cannot guarantee quantities listed are adequate for the customer's project.Please WAR 7.00% Sales Tax 230.14
review your quote carefully to confirm ample materials for completion of project.
Total 3,517.91 J1
Signature
P% I,E; : .
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