AST-0355-2018 (011,1111111k,
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development - Building& Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: AST-0355-2018 Date Issued: Thursday, November 8, 2018
This is to certify that work requested to be done as shown by Permit Number AST-0355-2018
has been completed.
Tax Map Number: 302.5-1-83
Location: 4 GREENWAY NORTH
Owner: Mary Cooper
Applicant: Mary Cooper
This structure may be occupied as a: Deck 418 s.f.
Cross Ref. Area Variance By Order of Town Board
Z-AV-57-2018 TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the (""W 4'
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.
IOW
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: AST-0355-2018
Tax Map No: 302.5-1-83
Permission is hereby granted to: Mary Cooper
For property located at: 4 GREENWAY NORTH
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
Owner Name: Mary Cooper Deck $3,500.00
Owner Address: 4 GREENWAY NORTH Total Value $3,500.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
TOT Renovations
66 White RD
Ballston Spa,NY 12020
Plans&Specifications
Deck 418 s.f.
Cross Ref.Area Variance
Z-AV-57-2018
$ 125.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday,October 1,2019
(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 ensb 'o d./ •= •ber 1,2018
4SIGNED BY: ` f \ for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ACCESSORY STRUCTURE Permit#: 4T—0'�5-201t
PERMIT APPLICATION Permit Fee:$ 12'S
Town ofQucens•ury
742 Bay Road,Queensbury,NY 12804 Invoice#: b 521
P:518-761-8256 www.queensbury.net I
Project Location: 7 arEaefl LL1 . /2or/
Tax Map ID#:
Z-•5 Subdivision Na UMW w
CONTACT INFORMATION: 1"OWN OF QUEENSB SRY
BUILDING&CODE
• A licant:
Name(s): / •' v de6;)pek"
Mailing Address, C/S/Z: (`reer)/a f /26r/) C ��ear`?c/,u,
Cell Phone: ( 37 P ) 5 - �(I Land Line: ( ) /I./f'W
Email: J2']l_'OCWr 73 t 0 hoe)• K;u7 ?
• Primary Owner(s):
Name(s): fl?&.f( 90,z2ei"'
Mailing Address, C/S �������1�=��� /7or� / tt(7 'r 'z
Cell Phone: ( 57 ? ) Li&%i,5 Land Line: ( ) r/272
Email:/2'7( o/d�r f e z) / 7 3 J ydA(? ) , c7)72-7
• Contractor(s):
Business Name: 7Z f ►cv- c,n
Contact Name(s):
Mailing Address, C/S/Z: (,& `1isfe,,) , Yck 1to20
Cell Phone: (. -N ) 9 5'20,'/ Land Line: f )
Email: nCV v#-►(?-1s
• Architect(s)/Engineer(s):
Business Name:
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: ( ) Land Line: ( )
Email:
Contact Person for Building & Code Compliance: /9Jric/` J.-raj/es
Cell Phone: ( ) Land Line: ( )
Email:
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
PROJECT INFORMATION:
TYPE: Commercial A Residential
WORK CLASS:
Deck,Open Porch Solar Panels(w/o rafter upgrades) Carport Cell Tower
Shed Pavilion, Pole Barn,Canopy Dock Gazebo
Detached Garage Boathouse(with or w/o sundeck) 3-Season Porch
Other(description: )
SQUARE FOOTAGE OF STRUCTURE:
1st floor: Efi
2nd floor:
Total Square feet:
ADDITIONAL PROJECT INFORMATI N:
1. Estimated Cost of Construction:$ -,0�
2. If Commercial project,what is the proposed use: A)/4
3. Are there any structures not shown on the plot plan?a NO Explain:vS Laine:5el--
4. Are there any easements on the property? YES c NO
DECLARATION:
1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be
completed within a 12 month period.
2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
3. I certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local
building laws and ordinances, and in conformance with local zoning regulations.
4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
5. 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: Ala, (72o '9F
SIGNATURE: LA /)(,N 70g21 DATE:L 2 / Vel
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
302.5-1-83 AST-0355-2018 ..
Cooper, Mary . , .., •
} 1..EH . . 112.0::.IE.4 Greenway North . .
.... ,, Deck 418 s.f. JUN 3
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Deck Plans for 4 Green Way North!Queensbury NY.June 13.2018
Note: All sidenotes on drawings are included and added to,
below.
g
-Rail Posts will be placed through the deck and attached
with (2), /2" Galvanized Thru Bolts with hexagon ends, a flat
fender washer and lock washer, through the decks rim joist/rim
band. The bolt head will be recessed just below the outer 2x10
to allow for a clean setting surface to nail the finish PVC trim
fascia to.
-Rail posts, as with the rest of the deck, will be made of a
GROUND CONTACT quality pressure treated lumber. White
finish sleeve may or may not be used in the final product,
nonetheless will minimally have the 4x4 PT core- SET 48"
APART ON CENTER. Exception be made of the posts on both
sides of the stairway at deck level, measurement will not exceed
48", as is the distance between the second to last post inward to
the post right next to the house, on both sides of the deck that is
perpendicular to the house's rear walls.
-Height of the RAILINGS shall be at the height of 36"
from finished deck to the top of the handrail. With a distance of
no more than 2" clearance between deck and bottom rail.
-Distance between balusters shall not exceed 4".
-Stairway railing will measure between 36-37" at the top
rail from the stair treads nose; vertically.
Decking
-Decking to be constructed using 1 x6 pressure treated deck
material. Screwed down to deck joists using 2.5" coated deck
screws (Deck Mate- Star/ Torque Head).
-Decking to be ran the full span of the deck framing +1"
overhang around the entire FINISHED perimeter. 1-3/4" over
the outer most framing rim band (2x10 PT). For a one inch
overhang after 3/4" finish fascia trim piece.
-Joints to be staggered at the center of layout joists.
Splitting the joints @ 3/4" from either side. Not creating any
floating of freestanding cut ends of the decking material.
Stairs
',wua (A., vV 1✓t4.11� at. vU W1I.4 1'11N1011.12,1J, 1iEiQUS Ut4116 W1411
decking material, with a 1 inch over hang all around (including a
1" overhang over the �3 9 PVC trim finish riser).
Stair finish run shall be minimum of 10" in depth. (edge of
overhang to riser).
-Stairway finish rise to be between 6-7" with a total runout
of longest to shortest difference to exceed no more than 3/8".
-Over the 60" wide treads, there will be (4) stringers
spanned approximately 15" apart total, allowing for the one inch
overhand on both ends of the tread. The stringers will be cut out
of a 2x 12 pressure treated material.
-The stringers will be held directly to the outside rimband
via (2) 6-7" long by 5/16" galvanized lag bolts pre drilled at 1/4"
by lag depth from behind the rim boards through both outer and
inner rim band, excluding the finish fascia trim piece which will
but up to the stair stringer in the fmal stage. Final run of the top
step shall reflect accordingly with the other stair treads-
dimensionally.
-(ADDITION TO ORIGINAL PLAN)-
-Stair stringers at the bottom will be attached together
with a fmal 2x framing material (PT), and outer stringers will be
attached to (two) 4x4 PT posts, from the inside with— (2) 4" x
5/16" galvanized lag bolts, holes predrilled @ 1/4".
-Above mentioned 4x4 PT posts will be secured to a post
base and attached to concrete footer. No big foot base necessary.
Footers
-Footers of deck shall be constructed of a 12"round
sonotube for the deck framing, 10" for the (two) stair base
footers.
-Each footer shall be dug down to the depth of 47" with
about 1" above ground, leveled off and plumbed accurately,
filled with Quikrete- Concrete (Orange/Yellow Bag) with a
rating of 4000PSI.
-In the center of each footer, a 10-12" J Bolt Anchor will be
installed at a proper depth and height to avoid any cutoff of the
threading that is left above the concrete.
-Each post will be secured to the concrete foot via a
galvanized steel post base with appropriate TICO/N10/
Galvanized 1.5"Nails. (True for both 4x4PT, and 6x6PT posts.)
-Footers that are underneath the double beam will be
supported with concrete " Big Foots" at the bottom of the
sonotube in addition to the 48 inches. (Footer depth- greater than
60")
i L14JJ_111%
JOISTS-All deck joists will be made from a 2xg PT
material, installed crown up, all continuous from the house
ledger boards where they will be secured to the ledgers with a
proper 2x8 galvanized steel joist hanger, with exception of the
center of the deck where the span is over 16' from inside of the
ledger to the far side, inner rimband/joist. This span shall be
split between two pieces per joist location, with the seam split
on top of the lower single support beam that is closest to the
house. Still abiding by any length stipulations that the (2) foot
cantilever, on the stair side of the deck, needs to follow based on
the length of the overall joist and where it cantilevers over the
fulcrum of the second 2x12 support beam that is doubled up at
the yard side of the deck. Of which should not exceed 1/4 of the
length of the board/joist used. (ie) 10'plank will most likely be
used, 2' will be the cantilever. (1/5th in this case.)
-Joists will be laid out at 16" O/C with a max span
approximately 8' from ledger to beam to beam connections.
Joists will be secured and supported at ALL ends using
appropriate 2x8 galv.joist hanger brackets and N10 Nails, and
16d 3" Hand drives.
LEDGERS-Ledgers will be attached to the house using a ..
2x10 PT material, following the installation of an aluminum(
flashing material behind ledgers, and ran vertical, minimally 6 6.1447/62-
-
10" from the finished deck height, behind the vinyl siding.
Ledgers will be secured to the cinderblock house foundation
using 3/8"x 5" Tapcon coated screws.
BEAMS-There will be (2) 2x12 girder/Beams notched into
the 6x6 PT posts that are secured to the footers. The first beam is
a single 2x12 PT support beam will be set at 8' from the farthest
ledger and as close to 2' away from the adjacent ledger, notched
in and installed at the center of the 6x6 posts. The second
support beam will be an additional 8' away from beam one, with
(2) 2x12 PT planks set vertically recessed/notched into outer
6x6 PT posts. With each recessed connection there will be (2)
1/2"' galv. St thru bolts with hexagon ends, both predrilled and
installed through post and beam. Additional steel plating/
brackets also considered for bolts to run through.
-The double beam will not have any free floating seams,
the 4 planks of material will meet at the middle 6x6 post, and sit
in the middle of the post. All 2x12 material will have a 12'
maximum span between any 6x6 post. A 2' cantilever will set
over both sides of the deck at the outside of each outer 6x6 post
for both beams.
RIM- The outer rim of the deck will be constructed of a
2x10 PT material with a staggered seam opposite side of
v44 444 4v1v4v11VV t-v WV, 11111Gi GX.0 .St,a1119 flUL11 SCUMS ' Viii DC
, split at a joist end.
The exterior double band will be secured and sistered
together with 2-3/4" and or 3" TimberLOK lag screws.
have not missed).
-All hardware: screws, lags, bolts, nails will abide by code
requirements for exterior grade use only, rust/ corrosion
inhibiting protection. All supplemental hardware will be of a
galvanized or equivalent exterior grade, rust inhibitor material.
-All trim detail will be of a rot free 100% PVC material.
-All thru bolts will be of a 1/z" galvanized steel contraction
with hexagon nut and cap, using a flat fender washer and lock
washer.
Any and all notes on this page overrule any inaccurate or
mismatched notes on the drawings and shall further be updated
here within.
-Thank You for taking the time out of your busy schedules
to look this over, and lead us into the direction of success with
this build.
Yours in the trade.
Patrick R. Hayes
Owner @ TOT (Trick of Trades) Renovation
Email: totrenovationsnhotmail.com
Phone: 518-925-7081
Address: 66 White Rd. Ballston Spa New York 12020
1TOT Renovations