AST-0600-2018TOWN 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-0600-2018 Date Issued: Tuesday, February 12, 2019
This is to certify that work requested to be done as shown by Permit Number
has been completed.
AST-0600-2018
Tax Map Number:
Location:
Owner:
301.13-1-81
22 MOHAWK TRL
FRANCIS CABANA
Applicant:Corey Johnson
This structure may be occupied as a: 3-season porch (and deck repair) 196 s.f.
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
Planning Board or Zoning Board of Appeals.
Director of Building & Code Enforcement
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-0600-2018
Tax Map No: 301.13-1-81
Permission is hereby granted to: Corey Johnson
For property located at: 22 MOHAWK TRL
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: FRANCIS CABANA Porch-3 Season,Covered,Enclosed $15,000.00
Owner Address: 22 Mohawk TR Total Value $15,000.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Corey Johnson
19 SMOKE RIDGE RD
Queensbury,NY 12804
Plans&Specifications
3-season porch(and deck repair) 196 s.f.
$ 125.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, September 24,2019
(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 expiratio date.)
Dated at the To o nsb 4 ► , eptember 24,2018
114
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
AlNW
ACCESSORY STRUCTURE Permit#: 4cS- 00 • 2 b
PERMIT APPLICATION 4 t
Permit Fee: $ 2.5J
Town of Queensbury
742 Bay Road,Queensbury,NY 12804 Invoice#: b� 5
P:518-761-8256 www.queensbury.net
Project Location: at, P 081vu k_ i 1 QuL' NL I 7-.04
Tax Map ID #: 1,t. l 3 Subdivision Name: 1Cf" I ll e 5
CONTACT INFORMATION:
• Applicant:
Name(s):
Mailing Address, C/S/Z: S o Qt.Atxr0b,-,f5 41 11 :f
Cell Phone: ( S 1 V ) 37 &'- 7L t,C Land Line: ( )
Email: C. � C`' C-vf s I t,y,'D«
• Primary,Owner(s •) )
Name(s): l ilkAlC.LS qm/A LLrI=nlC Ate.
Mailing Address, C/S/Z: 7-2- 1 i4q, isi 1< r Ni 4 i3;,► 2.)/ A c
Y 1Z V
Cell Phone: �t8" ) 13-V$ Land Line: ( ) r
Email: -(4 cir f6gdrun11 ? T COM
• Contractor(s):
Business Name: 3' L &) -\
Contact Name(s): (' e.,ti Vt4 sz .
Mailing Address, C/S/Z: 1c‘ ks. L�Qcc, cc( AA.) la >z_:L(
Cell Phone: ( 51 ) 3�l w- `)o 14, Land Line: ( )
` •
Email: 1�w-t_;� _�''L& �,s �.�... ,
• Ar hi
c tect(s)/En�ineer(s). 1$
Business Name: i ( b.�. , tjr 5-4.r v' c�,�� SEP 19 20 L
Contact Name(s): 1\ 't C o\•c CtN OF QUEENSBURY
Mailing Address, C/S/Z: RtiILDING&CODES
Cell Phone: ( S' ' ) 3). t- to, 7 a 5 Land Line:
Email: Y'1 C,1{- c i c., k(e 7 1 e
Contact Person for Building & Code Compliance: C_S)Ye..S.,\ <V`#'P4\
Cell Phone: ( 51 1 ) 3 �-� qO(,(f Land Line: ( )
Email:
I
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
PROJECT INFORMATION:
TYPE: Commercial \1Residential
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: i ci
2nd floor:
Total square feet: 19
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$ 15 OQQ
2. If Commercial project,what is the proposed use: 1Y4
3. Are there any structures not shown on the plot plan? YES NO Explain:
4. Are there any easements on the property? YES 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: Coe-CAIJUI-V .c .-
SIGNATURE: DATE:
7//
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
INSPECTION WORKSHEET (000895-2019)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
Case Number:AST-0600-2018 Case Module:Permit
Inspection Date:Tue Feb 12, 2019 Inspection Status:Passed
Inspector:Charles Dyer Inspection Type:Accessory Structure Final
Job Address:Parcel Number:22 MOHAWK TRL
Queensbury, NY 12804
301.13-1-81
Contact Type Company Name Name
Primary Owner CABANA, FRANCIS
Architect Rice Design Services
Applicant Johnson, Corey
Contractor Johnson, Corey
Granted Permission Johnson, Corey
Checklist Item Passed Comments
1/2" Gypsum or House Wall and Gable YES
Building Inspector Notes NO Accessory structure approved
Handrail 4 or more risers YES
Guard at deck, porches 36" or more YES
Wood deck: 2'+ from grade dia bracing required -
H/C ramp compliant
YES
4+ Deck Joist Ledger Connections-24" From
Ends
YES
Feb 12, 2019 Page (1)
INSPECTION WORKSHEET (000895-2019)
Checklist Item Passed Comments
Deck Ledger-Bolted per Code YES
Fin Elect; Energy Saving Light Bulbs 50 Percent YES
Okay To Issue CC YES
Feb 12, 2019 Page (2)
Dyer, Charles (Inspector)
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
rmit No. Cert. 9 f 4 3 2 7 9 Cut-in Card No.
vner 1n7't•t. ... ... A if/Gti
cation Ad /�"/ it a K / R t...t Az
;tallation Consisting of
l' / -
;tailed By t 1 ev i( 4e3 I Lic.No.
The conditions foll ing governed the issuance of this certificate,and any certificate previously issued is
welled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
roduction of additional equipment or alterations,applic ion shall be promptly made for inspection.
Inspectors of this Company shall have the privileg of mak' g inspections at any time, and if its
es are
violated,the Com any shall have the right to yoke t certificat .
/
to f ` INSPECTOR . ...
Me er N.F.P.A..I.A.E.
FLOORS
7 in accordance with.ASTM D 7032. Plastic or composite R507.3.3 Decay resistance. :Elastic composite deck
handrails and guards,or their packaging,shall bear a label boards,stair`treads,guards and handrails containing wood,
that indicates compliance to ASTM D 7032 and includes cellulosic or other biodegradable materials shall be decay
the maximum allowable span determined in accordance resistant in accordance with ASTM D 7032.
with ASTM D 7032. R507.3.4 Termite resistance.Where required by Section
RR507.3.2 Flame spread index. Plastic composite deck 318, plastic composite deck boards, stair treads, guards
boards, stair treads, guards, and handrails shall exhibit a and handrails containing wood, cellulosic or other biode-
flame spread index not exceeding 200 when tested in accor- gradable materials shall be termite resistant in accordance
dance with ASTM.E 84 or UL 723 with the test specimen with ASTM D 7032,
remaining in place during the test. S07,3.5 installation of plastic composites. Plastic corn
Exception: Plastic composites determined to be non- posite deck boards,stair treads,guards and handrails shall
combustible. be installed in accordance with this code and the manufac-
turer's instructions.
TABLE 1150?.2
DECK ER CONNEa 'fiE N TO SAND JAti;3"l<'",b
(Deck live load=40 pat,deck dead load=10 psi,snow load<40 psi)
JOIST SPAN
CONNECTION DETAILS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'1"to 16' 16'1°to 18' -
On-center spacing of fasteners
1/2-inch diameter lag screw with 14-inch
maximum sheamthine a 30 23 18 15 13 11 10
1/2-inch diameter bolt with 1/2-inch maximum 36 36 34 29 24 21 • 19
sheathing
'A.inch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16
sheathing`
For SI: I inch=25.4 inm,1 foot=304.8 mtm,I pound per square foot=0.0479 kPa.
a. Ledgers shalt be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist.
b.Snow load shall not be assumed to act concurrently with live load.
c. The tip of the lag screw shall fully extend beyond the inside face of the band joist.
d.Sheathing shall be wood structural panel or solid sawn Lumber. _
e. Sheathing shall be permitted to be Wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.tip to'11 inch thickness of stacked washers
shall be permitted to substitute for up to'12 inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing.
TAMS R507.2,1
nAceaserr OF LAG SCREWS AND BQir' 04- S LAWNS ANp:BAND JOISTS --:
MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS
TOP EDGE BOTTOM EDGE ENDS ROW SPACING
Ledge? 2 incbesd 3/4 inch 2 inches' 13f inches'
Band Joist° 3/4 inch. 2 inches 2 inches' 1%inched
For Sr: I inch=25.4 rum.
a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2,1(11
b.Mutci num 5 iichet
c. For engineered rim joists,the manufacturer's recommendations shah govern.
d.The minimum distance from bottom row of lag screws or bolts to the top edgh of the ledger shall be in accordance with Pig11r'e R507.2.l(l.).
150 2015 INTERNATIONAL REMEHTIAL ESE®
Lf,1.sJ�L'f!j
{
• _ STAGGER FASTENERS
IN 2 ROWS
0 0 0 I 0 t 5,5"MIN.FOR 2 X 8* *DISTANCE SHALL BE PERMITTED TO
5"MAXv 6.5°MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS
0 �� 0 _7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS
REDUCED TO THAT OF LAG SCREWS
TO ATTACH 2 X 8 LEDGERS TO 2 X 8
-41
2"MIN, o'' BAND JOISTS.
LEDGER / LAG SCREW OR BOLT 3/4"MIN.
For SI: I inch=25.4.mm.
FIGURE*5Q c2.1(1) .,.
PLACEMENT OF LAG SCR AMOLTS Al LEDGERS. .
kkF
SHEATHING
NOTE: SIDING
THIS DETAIL IS APPLICABLE
WHERE FLOOR JOISTS ARE FLASHING FOR
PARALLEL TO DECK JOISTS. '- WATER TIGHTNESS
DECKING
immimme
�� ���•��' APPROVED JOIST HANGERS
2"MIN. 2x LEDGER WITH FASTENERS
• 1,1,1
IN ACCORDANCE WITH TABLE R507.2
HOLD-DOWN DEVICE MIN 750 LB.CAPACITY
FLOOR JOISTS AT 4 LOCATIONS,:EVENLY DISTRIBUTED
ALONG DECK AND ONE WITHIN 241 OF EACH
END OF-THE LEDGER:HOLD-DOWN DEVICES
SHALL FULLY ENGAGE DECK JOIST PER
HOLD-DOWN MANUFACTURER.
A FULLY THREADED 3/s'DIAMETER LAG
SCREW PREDRILLED W/MIN.-3"PENETRATION
TO CENTER OF TOP PLATE,STUDS,OR HEADER-
For SI: 1 inch=25.4 mm.
'f
e..
PLACENIEWRE
(2)
OF L G Aie TB !0AND.JOISTS
3'.
•
2415 INTERNATIONAL M EN7' ,RODE® 151