AST-0606-2018TOWN 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-0606-2018Date Issued: Thursday, July 18, 2019
AST-0606-2018
This is to certify that work requested to be done as shown by Permit Number
has been completed.
309.18-1-25
Tax Map Number:
36 TWIN CHANNELS RD
Location:
Kenneth Lambert
Owner:
Kenneth Lambert
Applicant:
This structure may be occupied as a: Deck 128 sq. ft.
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
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.
401110k 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-0606-2018
Tax Map No: 309.18-1-25
Permission is hereby granted to: Kenneth Lambert
For property located at: 36 TWIN CHANNELS 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
Owner Name: Kenneth Lambert Deck $3,500.00
Owner Address: 36 Twin Channels RD Total Value $3,500.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Kenneth Lambert
36 Twin Channels RD
Queensbury,NY 12804
Plans&Specifications
Deck 128 sq.ft.
$ 125.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Monday, September 30,2019
(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 Town of bury; rid., -la --r 28,2018
i
SIGNED BY: 1 \ for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ACCESSORY STRUCTURE Permit#:
PERMIT APPLICATION Permit Fee:$ /—S 4)'
Town ofQeens.ury
742 Bay Road,Queensbury,NY 12804
Invoice#: U �i"S
P:518-761-8256 www.queensbury.net
•
Project Location: Tiny i n O ,'mds "d
Tax Map ID#: 3oq -( Subdivision Name: 4 FFa R. � �_F` t I
E g'
CONTACT INFORMATION: ! ' ,
• Applicant: Her)
'_ = r:z_ wFN 3`CRY
Name(s): L SCE. LC n i,ve_r-i— �.f .�"Y1 r GO Fkaii,t T-Y'
Mailing Address, C/S/Z: 1 W i r C nn e l S 12.4 Q UCenS r NY /ado'
Cell Phone: ((51�' ) -�LI 9 CO Land Line: ( 61 K ) 791 &73 Co
Email: I. l CLrr)h t'4- cad 3/Mi / / ; C.om
• Primary Owner(s):
Name(s): S cL L _.mb-erf I leen Lur,/ rr
Mailing Address, C/S/Z:
Cell Phone: ( ) Land Line: ( )
Email:
• Contractor(s): •
Business Name: dt ,rc i) OtirS-CAre.S
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: ( 51$ ) 307- -1a2 y ( Je-S) .pc�'�ine: (G I ' ) 4. Q -a71 a., (ian)
Email:
• Architect(s)/Engineer(s):
Business Name:
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: ( ) Land Line: ( )
Email:
Contact Person for Building & Code Com liance: -! � 'r1 ,/<44/7--, 'r--
P
Cell Phone: ( ) Land Line: ( )
Email:
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
PROJECT INFORMATION:
TYPE: Commercial y Residential
WORK CLASS:
Deck,Open orch 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: /a g s�
2'floor:
Total square feet:
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$ 3,SUS
2. If Commercial project,what is the proposed use:
3. Are there any structures not shown on the plot plan? YES410 Explain:
4. Are there any easements on the property? YES 0
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: Ls& Loj'nl,erfr
042a.rnbuLl---- -IJ-/2
SIGNATURE. DATE:
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
18 -, PRESCRIPTIVE RESIDENTIAL_ 'WOOD DECK CONSTRUCTION GUIDE 4.
Figure 30. Stair Guard Requirements Figure 31. Stair Stringer Attachment Detail
' &' "`ri1axitn€arn rim joist or
between posts I outside joist ..
stair guard is required for ...►w.r1win.
stairs with a total rise of
30":or more;see GUARD
REQUIREMENTS fir .' , �-� ■•....�•■�
UI
more information ;: ;;�. sloped joist hanger,
. ' `- minimum download
capacity of 625 lbs;
-'* see JOIST HANGERS
r for more requirements
stair guard height
,� .,�.. ,i.! . .......... .0. ATTACHMENT WITH HANGERS
•
r. a
from:nosing cif step . 'i
G
Openings for-required guards on the Triangular opening shalt
sides of stair treads shall not allow not permit the passage
a sphere:4-3i8r to pass through. of a 6"diametersphere.
STAIR HANDRAIL REQUIREMENTS than 6-1/4".Type II rails with a perimeter greater than •
All stairs with 4 or more risers shall have a handrail on 6-1/4"shall provide a graspable finger recess area on both.
at least one side(see Figure 32A)[R311.7.7].The sides of the profile[R311.7.7.3].All shapes shall have a
handrail height measured vertically from the sloped smooth surface with no sharp corners.Handrails shall
plane adjoining the tread nosing shall be not less than 34 run continuously from a point directly over the lowest
inches and not more than 38 inches(see Figure 30) riser to a point directly over the highest riser and shall
[R311.7.7.1].Handrails shall be graspable and shall be return to the guard at each end(see Figure 33).Handrails
composed of decay-resistant and/or corrosion resistant may be interrupted by guard posts at a turn in the stair
material.Handrails shall be Type I,Type II,or provide [R311.7.7.2].
equivalent graspability(see Figure 32B).Type I shall
have a perimeter dimension of at least 4"and not greater
Figure 32B. Handrail Grip Size
Figure 32A. Handrail Mounting Examples ij-2"
ai
Fasten handrails psi.inaareasisrextecommandarians
'4"-2"
91"nin tZ"n' 2i"max. 4+*4
ao.-- 1 ak Irian.
� gip. :: ;
.MI
0 , min.
NONCIRCULAR CIRCULAR RECESSED
i 4"lift it Mit
(R311.7.7.3 Type I] [R311.7.7.3 Type II]
IIIoo--- 11116
olstaks*-3811,,YtypiagnQsing Perimeter: "-6 " Perimeter>6"
•
II/" Wall'
as r resistant
post
hard e.
MOUNTED TO GUARD MOUNTED TO WALL
American Wood Council
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TOWN OF OF QUEENSBURY
BUILDING DEPARTMENT \---\ 0 ,,,,,e... • ,
,
Based on our limited examination,compliance :
with our comments shall not be construed as
i
indicating the plans and specifica' tion• s are in
full compliance with the Budding Codes of
New York State.
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FLOORS
4-titif'11"..`.:‘,,,,•4 1- • ,141A't l''II!'
,*•4iY,,;I's:X*4 4.' .'i'jill','01,',V,, .
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• • . ,„ ,,..,,,,,•.-,,,,, 4:- , lc --1,111,,,i1.1,!,5
zcon.tairymg woo 66.11'..,_,'41 •,•',..A.,,,-.•..,,,,..i.!..z.,„ -,.• • 14441,,PI
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N.— STAGGER FASTENERS • '.-, '1,iili;, ,I i,
' ,,,!,,,,1,1,'•
., ,,,,..,,,;,f ‘...,:'.•'19.....2,-- . - . 2 IN 2 ROWS
032.
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II ,,,,',"i-We•-•" Ai ,1011,111!•
r„quired by Secti.o o,q, :.,i,''' 1,4•1‘'SN't ,
••''"?';','.L.it'' '''''' ,t,3,,'"eVic„ 0 0 0 (0) 1' 5.5"MIN.FOR 2 X 8* *DISTANCE SHALL BE PERMITTED TO
6.6u MIN.FOR 2 X 10 BE REDUCED TO 4.5!IF LAG SCREWS [I, 1,.
,,footn,, A ,
).$k or other bioo itii li,..• -..,1.--,--„•z? • ,, • 0 . 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS
•.. 411;1.1 ,-,,,,:„:.y;-:.,,..0,,,-- 0 0 *
Istant in.accoro.,k Vbi,-il ' ;.. ,''' '1:c REDUCED TO THAT OF LAG SCREWS
.."-'.0.,,,'Zi .1,A.„A>. -
L4 -,„.., ,....,c,• , TO ATTACH 2 X 8 LEDGERS TO 2 X 8
il • ''.. 'f,',..;7f. .. _il. 4itTi 4.i.' ,•',.'-'117:1".rN • . BAND JOISTS.
osites.Plasm,q-4•6i,,v,,,,1 , . 2,,,,v 0„.,,.,. LAG SCREW OR BOLT 3/4'MIN.
• • -,,,r,,,,4.,,i,. -,,A.A.,:. LEDGER
and handrails-s g,001=4.4. ,,4. -".1,-,;,•,-,.-.
.„,„,„.z.,. ,,,.,t -,A?..,-,v..;;,.,,,••-. '11 ---::-7*/(:;
de-are the in:,. ,:,,,i, i,1 ,:'-',.,,,, ,,,:,--.
'-'tinch=25.4 mm.
;:. /di 1. V:4: •'•,!, t ''' "
‘1.',.,:4rt...',-'1 ‘,':,-C.s.,., %-%:,,,t. .• FIGURE R507.2.1(1) -411
...4•-?, i .,,,,s.r.:0,.;-=-•
PLACEMENT OF LAG SCREWS,AND BOLTS IN LEDGERS
-,:ft.`-',' ' - '.;,A.'N',1— 1.4 .$•..-1 .
'-'.',-fif.:*-.', 1 ' .i•".','/:,44."1•'''ek: .11 . /:*'.."',•
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164'1.:11.4:14-,3. , "4,2,41.,-,..-,--, SHEATHING
i.•: ..',5111 4 - - -,-,V,V:.,-''.
SIDING
-,ka,-a,,.14 --1-01,'0 • :
0;OETAIL IS APPLICABLE
.,-......-
pm=FLOOR JOISTS ARE FLASHING FOR . . . .
? L TO DECK JOISTS.
— ill WATERTIGHTNESS
't
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21 ‘:•.., ,..z,..-,..,,,,,fi.,I ,,..,,...,,,,,.,•
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DECKING
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. 1', ,V.,,,,11'. ,„i,,,,,Li,,•.,....,,, - ..,...... ,,,,,,,,,,,..,
• ,.-=';',A„,ilii-',W t" ,`:',)'.',4.•1:c i,.e;' al lit.i11114 • 1/' g';', '
•---- -.'" .,',.z•,+kt. ,..t,4n., ,,.z.,-.. APPROVED JOIST HANGERS
' ....-t,',.'4 Pi..'' •":.:',..,',,,i''''V-,
"i: tIffl!..[ ...--,,,,t •..:t .
?MIN. 111(01111‘ -A....
. 2x LEDGER WITH FASTENERS
....,, '
,...„f,z...,..dv. IN ACCORDANCE WM-I TABLE R507.2
lit ill111111111
p.•Ite).,,,,r
I
, ,..
4,' 4.,:4,1.• ''''f:...4,p.-.:',.
a thickness of stab';1447,0,..'''''' ',;.:1%!,I;,-,T,'k„:,.:1'1:FLOOR JOISTS . ..1.0 ' HOLD-DOWN DEVICE MIN 750 LB.CAPACITY
AT 4 LOCATIONS,EVENLY DISTRIBUTED
.1 '1111'11'11
...,,..,... „, .
ALONG DECKAND ONE WITHIN 24"OF EACH •i II I,!,',1'if or lumbee.t•shek.,!,ey',.4.,trf;', .,(. :,''t,47.,...,t:.r.•.•-
IIIII
, -,,,,,,;•.,-- , .,----•;.,, ,,,,,,-. END OF THE LEDGER.HOLD-DOWN DEVICES
1 i
SHALL FULLY ENGAGE DECK JOIST PER ts 1111,1,11111p
,..,,,•'"-,,,,i'... -;;,;,,,,t,;.;4.'• ,
'-?.r'W`,-,;:•,`,,,‘,.i HOLD-DOWN MANUFACTURER. ri 41,1;',Ail
.....1,,,,-,. .,''...4-..:4., •,..-; 11 ;11'11'!111',
't"-%',,,,:.•,- . t;„,„,.....,,,...,,..,-;,.,. , „,i,i;PI,'
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',',,,,,,,,,' .. • t "...,t ,4,
A FULLY THREADED s./8"DIAMETER LAG ' -1111411 id,
,!,.4,,,,,i,,,:-; ,.....4 ,'. • ...1 ' 1 11,f,,Ill
SCREW PREDRILLED W/MIN.3"PENETRATION
s.-1,4-4-qr, -•',,--Plir .,';'.-. ,• TO CENTER OF TOP PLATE,STUDS,OR HEADER.
,..-r,..._,•z•r43,,.. •';''i 4 i'',Q6: ". •-41 i 1 'P 1
S 's;,.....„Wq,..,_,-,., ''L ' , .74,,,'..''.•.,a,:::.;,‘„ i ....,'Ilt 11 r l'll II
' 4t,V5i-r ' '''L.M11.7i-JC,X.,14, •,,
t,l,'11,4.• '‘'lli'liri, 11111J
,.',..!. ,•••X.4,-;.e,?-",-'• , • 4"..e•••-
Row s `-'•'0'i ' ''.., •*•;,,, :: • 4J ''',.'4'11 11;1q1'''
t'l.,,,,o,itgli!! -. ,::',.1%:? ;%,z4..-?::. FIGURE R507.2.1(2) i'• '',11,I,111 i .
-,1 ;1011111 ry,
-of ;44SC-AN.,,,-,,, . •.'PP•. ,•.'"' i
"i-P.,,;:-=•:,: PLACEMENT OF LAG SCREWS AND BOLTS IN SAND JOISTS
'11'" '4'' •
•
8 t PRESCR'IPTIVERESIDENTIA 1M,OOD;DECK COIVST ICTiON Gil'tD : = k
-- - Figure 8 Post-to-Beam Attachment Figure 9. Prohibited Post4o'Beam Attachment-
Requirements Condition
illamot,,, ......il;i•
{9x or4r for
isio, . ..,•• ,-,...
(,g)1/2"diarr� terthru�i fillil
bolts tithwashers _r s =a mou r "�i
irr
irfil '',
tufty onfixen : All, _ _i s I
Hatch past to
t ottio• ate phi ,
1.
I 1 !it,is 114‘
•
•
RIM JOIST REQUIREMENTS Figure 10.Alternate Approved Post-to-Ream '
Attach a continuous rim joist to the ends of joists as Post Cap Attachment
shown in Figure 11.Attach decking to the rim joist as
shown in Figure 11.For more decking attachment ' "ri:. . Y::'..' ••.. .•-•. •soltdstrn,�o"- '
requirements,see DECKING REQUIREMENTS. °` • mLATTi oe.a�r.
(I
' .r . is„ ';'•^*�`:., F x: + • -I,
AA . �
? & ii '.4a ;fit<
•,_— R1...A...:2_
1,8 ' PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE
Figure 30. Stair Guard Requirements Figure 31.Stair Stringer Attachment Detail
6'-O"maximum i rim joist or
between posts outside joist .
stair guard is required for
stain;with a total rise of
38"or more;see GUARD
REQUIREMENTS for :
more information ;;,;-- : sloped joist hanger,
minimum download
i capacity of 625 lbs;
see JOIST HANGERS
t for more requirements
'
stair guard height:— .
r 0 ATTACHMENT WITH HANGERS
34"miry,measured 3 o.
from nosing of step t
0
Openings for required guards on the Triangular opening shall
sides of stair treads shall not allow not permit the passage
a sphere. /8"to pass through. of a 6"diameter sphere.
STAIR HANDRAIL REQUIREMENTS than 6-1/4".Type II rails with a perimeter greater than •
All stairs with 4 or more risers shall have a handrail on 6-1"shall provide a graspable finger recess area on both
at least one side(see Figure 32A)[R311.7.7].The sides of the profile[R311.7.7.3].All shapes shall have a
handrail height measured vertically from the sloped smooth surface with no sharp corners.Handrails shall
plane adjoining the tread nosing shall be not less than 34 run continuously from a point directly over the lowest
inches and not more than 38 inches(see Figure 30) riser to a point directly over the highest riser and shall
[R311.7.7.1].Handrails shall be graspable and shall be return to the guard at each end(see Figure 33).Handraih
composed of decay-resistant and/or corrosion resistant may be interrupted by guard posts at a turn in the stair
material.Handrails shall be Type I,Type II,or provide [R311.7.7.2].
equivalent graspability(see Figure 32B).Type I shall
have a perimeter dimension of at least 4" and not greater
Figure 32B. Handrail Grip Size
Figure 32A. Handrail Mounting Examples ij"-22"
Fasten handralls per manufacturer recommendations
1r_2"
1u ?C
1 ruin,1111 It Win' 21"max. Air al
11111 ,1
s� 18 I
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