97-090 CERTIFICATE OF COMPLIANCE
TOWN OF QUEENSBURY
WARREN COUNTY, NEW YORK
Date October 3 19 97
97090
This is to certify that work requested to be done as shown by Permit No.
has been completed.
DECK
This structure may be used as a
44 BEAN RD.
Location
LEFNER, JOHN & JOANNE
Owner
TAX HAP NO. 152 . -1-6 By Order of Town Board
TOWN OF QUEENSBURY
(-17/)
Director of Building & Code Enforcement
BUILDING PERMIT
VALUE $ 1000 TOWN OF QUEENSBURY No 97090
TAX MAP NO. 152 . -1-6 WARREN COUNTY, NEW YORK
PERMISSION is hereby granted to LEFNER. JOHN & JOANNE
OWNER of property located at 44 BEAN RD. Street,Road or Ave.
in the Town of Queensbury,To Construct or place a DECK
at the above location in accordance to application together with plot plans and other information hereto filed and
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is
104 LAKE RD.
BALLSTON LAKE, NY 12019
2. CONTRACTOR or BUILDER'S Name
LEFNER. JOHN
3. CONTRACTOR or BUILDER'S Address
4. ARCHITECT'S Name
5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by X)
DECK
1 I Wood Frame ( 1 Masonry ( )Steel ( 1
7. PLANS and Specifications
415r9Q FT DECK AS PER PLOT PLAN SPECIFICATIONS
8. Proposed Use
DECK
32 April 4 19 99
$ PERMIT FEE PAID —THIS PERMIT EXPIRES
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of Queensbury before the expiration date.)
Dated at the Town of Queensbury this 4 Day of April 97
19
SIGNED BY .0C- L( //�' for the Town of Queensbury
Bui ding and Zoning i�sector
if
E v 0 0
TOWN OF QUEENSBURY ✓✓ Fee Paid
j BUILDING & CODES DEFAME b
APPLICATION FOR: PORCHES DEC Permit N
DOCKS & I 0
f SES Est. Cost Q 0 , u
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. PLEASE ANSWER ALL OF THE FOLLOWING:
The undersigned hereby applies for a Building Permit to do the following work which will be
done in accordance with the description, plans and specifications submitted, and such special
Conditions as may be indicated on the permit. TWO SETS OF STRUCTUiUAL PLANS SHALL BE SUUMIIIEl
WITH THIS APPLICATION.
Owner of Property: JOkrt i-3o Anh —G7fr/1C/
. i2 8- Address I{4 a€Alf1 QO(�P 1�A'TTS ktu 6,111 NL Phone /1 1)56-3 y'
Property Location it, .e.. Tax Map- II
Subdivision Name (If applicable) a'A
PERSON REStPON ULE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES:
Name: i 0 kr. L.,e►'L Fir
Address Samv-- i'honeN Ae1)14e;
BUILDING SPECIFICATIONS:
Type of work to be done: Porch Dock Boathouse (Circle one)
Size of Structure to be built (square footage): 415 Sy --1-k
Foundation Material : Width eta ActafA/ ThicknessIh
CO /1lC,GSSO/,,
Depth of Footing, below grade:r COnCte. i- Dla Ruc
Size of Posts or Studs: b" d
x x b r Long __
Size of Floor Joists: �rr x /0 ' x /2� Span /
Decking or Flooring Material : P.T. Z Xg Dt= 4n1CX PL, jG/Al b
How will Porch or Deck be fastened to building? SC re,We
If Roof Will Be Installed, Answer Following Questions: " '
Size of Posts or Studs: _ x x Long , MAR 2 5 )997
Roof Rafters: x Spacing Span 3�7
Roof Trusses (pre-engineered spacing): Span -1• -
Type of Roof: Sloped Flat Sired Other (Circle one)
Material of Roof:
ZONING INFORMATION:
TWO PLOT PLANS MUST BE PREPARED AND SUBMITTED, drawn reasonably to scale and attached
hereto, showing clearly anddistinctly all Wullcifnys, whether existing or proposed and
indicate all set back dimensions from property lines. Show location of water supply and
location and configuration of septic disposal area.
Size of Property: /6O ft. x :25Q it.
Existing building(s): Size 30 ft. x 56 ft.
Size 15 ft. x t) ft.
Use of Existing building(s): JIOME
Proposed structure, distance from property line:
Front yard 50 ft. Rear yard 2.00 ft.
Side yards /5 ft. and 30 ft.
If on corner, setback from side street: ft.
DECLARATION
To the best of my knowledge and belief the statements contained in this application,
together with the plans and specifications submitted, are a true and complete statement
of all proposed work to be clone on the described premises and that all provisions of the
Building Code, the Zoning Ordinance, and all other laws pertaining to the proposed work
shall be complied with, whether specified or not, and that such work is authorized by the
owner.
DATE: •
SIGNATURE A2
rer, Owner gee , c ct> retractor
REVIEWED BY CODE ENFORCEMENT OFFICER, DATE " n—)SIGNA RE r,,/
-- NC2A-3)
�� TOWN OF QUEENSBURY
`/",Pil BUILDING & CODE ENFORCEMENT
Xe, 742 BAY ROAD
QUEENSBURY NY 12804
(518) 761-8256
PP``@
ARRIVE: `� DEPART: `v INSP Imo,
FINAL INSPECTION REPORT - RESIDENTI
DATE INSPECTION REQUEST RECEIVED: / U 2, 9 -7
NAME j egfkj?,J4t \ v 'Y�
LOCATION 141- u " v
DATE / O 3 -Q(. 7 PERMIT�[ dC:r? octl
�1`f��
TYPE OF STRUCTURE l/�
FOOTINGS FOUNDATION BACKFILL FRAMING
ROUGH PLUMBING _ SEPTIC INSULATION
FINAL ELECTRICAL WOODSTOVE OR FIREPLACE
N/A YES NO
CHIMNEY HEIGHT/B VENT/HEIGHT
PLUMBING VENT
ROOFING
EXTERIOR FINISH
DECK/PORCH/S PS/ LINGS
RELIEF VA ES
FURNACt/HOT WATER OPERATING
INTERIOR TRIM/PRIVACY DOORS
FINISH FLOORS:
BATH/KITCHEN WATERTIGHT
OTHER FLOORS 'SWEEPABLE
•
OTHER FLOORS CARPETED
STAIR CLEARANCE/RAILINGS
SMOKE DETECTORS
BATHROOM FANS
PLUMBING FIXTURES
FOUNDATION INSULATION
GARAGE FIRE PROOFING
DOOR CLOSERS
FINAL ELECTRICAL
SITE PLAN/VARIANCE REQ.
FINAL SURVEY PLOT PLAN
OK TO ISSUE C/O OR C/C
0 v \
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT
0 742 BAY ROAD12
QUEENSBURY NY 12804
(518) 761-8256
ARRIVE: (t'30. DEPART: \t3• tt) INS
FINAL INSPECTION REPORT - RESIDE TI
DATE INSPE TIO) REQUEST RECEIV •: ~C
NAME -®{Y�.(�/V 1-%
•
LOCATION � ���\ Z. _9 1/y, C
DATE PERMIT 1ci 7'C/ {0
TYPE OF STRUCTURE
FOOTINGS FOUNDATION BACKFILL FRAMING
ROUGH PLUMBING _ SEPTIC _ INSULATION
FINAL ELECTRICAL WOODSTOVE OR FIREPLACE
N/A YES NO
CHIMNEY HEIGHT/B VENT/HEIGHT -
PLUMBING VENT
ROOFING
EXTERIO FINIS /
DECK/PORCH/ 'PS/RAILING'PS/RAILING ' •
RELIEF VALV -_
FURNACE/H• WATER OPERATING
INTERIOR TRIM/PRIVACY DOORS
FINISH FLOORS:
BATH/KITCHEN WATERTIGHT
OTHER FLOORS 'SWEEPABLE
OTHER FLOORS CARPETED
STAIR CLEARANCE/RAILINGS
SMOKE DETECTORS
BATHROOM FANS
PLUMBING FIXTURES
FOUNDATION INSULATION
GARAGE FIRE PROOFING
DOOR CLOSERS
FINAL ELECTRICAL /
SITE PLAN/VARIANCE REO. `1//
FINAL SURVEY PLOT PLAN
OK TO ISSUE C/O OR C/C
At t— r>ct--
v• -3-TA b
//g0-72 C.:SE,AtS(*frigOW.1432.56
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT 0 .
742 BAY RD., QUEENSBURY NY 12804 - \2
INSPECTOR'S REPORT: ARR\2_O DEPAR'IVj�� �c�
REQUEST OR I CTION RECEIVED: - /
NAME EJ'x� • 94 )D1
LOCATION 4 i4i 0,4A c2�
DATE / - 0 17 RMIT i ' 7-(/ [( /
TYPE OF STRUCTURE: illdif
RECHECK i APPROVED
YES O
/FOOTINGS/PIERS
MONOLITHIC POUR RM
REINFORCEMENT IN PLACE 07p ''VC \e/////--_
THE CONTRACTOR IS RESP SIBLE OR L
PROVIDING PROTE TIO ROM FREE NG
FOR 48 HOURS FO ING THE PLAC i
MENT OF THE CONCRETE.
MATERIALS FOR THIS PURPOSE ON SITE
FOUNDATION/WALLPOUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPPROOFING
BACKFILL APPROVAL
PLUMBING VENT/VENTS IN PLACE _
ROUGH PLUMBING
PLUMBING UNDER SLAB
FRAMING:
JACK STUDS/HEADERS
BRACING/BRIDGING
JOIST HANGERS
JACK POSTS/MAIN BEAM
AIR INFILTRATION BARRIER
HEATING ROUGH-IN
INSULATION:
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIOR R-
FLOORS R-
WALLS R- -
CEILING R-
DUCT WORK OR PIPING IN
UNHEATED SPACES R-
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------
. REVIEWED BY , -
CUSTOM VIEW
CUSTOMER -- JOHN LEFNER
DATE 03/24/97 REF LEFNER
4.."P '
ti
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am .
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.441"%ill, --:3<$00---%
CURTIS LUMBER
885 ROUTE 87
BALLSTON SPA, NY
PLAN VIEW FOR LEVEL I CURTIS LUMBER
CUSTOMER -- JOHN LEFNER 885 ROUTE 67
DATE 03/24/97 REF LEFNER BALLSTON SPA, NY
1_,axG E.D ..co. t3y ,LDtan 2-4 1 OECV Fia,Rr-tr @_. 11,�`c C
t
t>J' zyC9, DECK,
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N
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21 t
LOAD AND SUPPORT: Your deck wilt support a 123 PSF live load. Posts have 48' below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 72' from the top of decking to level ground.
The top of the deck support posts will therefore be 6325' above ground level. Your salesperson
can provide information for uneven or sloped ground.
JOISTS: Set joists on top of beams, 16' center to center.
NOTE The design may require knee braces and bridging between joists. 'Your materials list includes
the necessary items. The suggested design is not a finished building plan_ You are responsible for
all measurements being correct, for verifying that the design (and any substitutions or modifications
that you make) meets all local building codes and requirements. To verify that the suggested design.
and any substitutions or modifications, is consistent with conditions at the construction site,
review the design with your architect. Also consult your architect for proper construction and use
of materials in the structure.
Be sure to follow the deck construction detail available from your store salesperson.
BEAM LAYOUT FOR LEVEL I CURTIS LUMBER
CUSTOMER -- JOHN LEFNER 885 ROUTE 67
DATE 03/24/97 REF LEFNER BALLSTON SPA, NY
4' 11 1/4"
6' 4 3/16" ;�
1 R I II ❑ I I II Il LI ❑ I I II It II II I
,•
1' 9 15/16' 4' 6 1/2"
tP17
1' 9 7/8"
I II l_I II II I I ❑ ❑ II I IL II LI I 6 1/4' -
CO�J •
m
0.1
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 3' II I/2a 2 2' 7"
B 20' I I/2" 4 6' 8 I/4`
C 20' 1 I/2" 4 6' 8 I/4"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
POST HEIGHT FOR LEVEL I CURTIS LUMBER
CUSTOMER -- JOHN LEFNER 885 ROUTE 67
DATE 03/24/97 REF LEFNER BALLSTON SPA, NY
2 11 11 n II 36 48 72
11 II II I1 ' II II II II -r----
72
72/
-1j-r- 11 11 II II II II If II 48 II 11 II I1 �
STRESS ANALYSIS FOR LEVEL 1
CUSTOMER: JOHN LEFNER
DATE: 03/24/97 REF: LEFNER
SALESMAN # DOUG
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X%D DEFLECTION 185 PSF
16IN BENDING 176 PSF
SHEAR 144 PSF
COMPRESSION 238 PSF 144 PSF
BEAMS 2-2X10 DEFLECTION 442 PSF
BENDING 199 PSF
SHEAR 133 PSF
COMPRESSION 387 PSF 133 PSF
BOLTS 1/2IN SHEAR 3201 PSF 3201 PSF
POSTS - (p,ap STABILITY 657 PSF 657 PSF
TOTAL LOAD 133 PSF
DEAD LOAD 10 PSF
LIVE LOAD 123 PSF
PLAN VIEW FOR LEVEL 2 CURTIS LUMBER •
CUSTOMER -- JOHN LEFNER 885 ROUTE 67
DATE 03/24/97 REF LEFNER BALLSTON SPA, NY
ea'
10' :C.
byc,0 Pr P -1- ti
z_v_10 DEC Pert
ire L
10' 10'
LOAD AND SUPPORT: Your deck will support a 99 PSF live load_ Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 79' from the top of decking to level ground.
The top of the deck support posts will therefore be 70.25" above ground level. Your salesperson
can provide information for uneven or sloped ground.
JOISTS: Set joists on top of beams, 16' center to center..
NOTE: The design may require knee braces and bridging between joists. Your materials list includes
the necessary items. The suggested design is not a finished building plan_ You are responsible for
all measurements being correct, for verifying that the design (and any substitutions or modifications
that you make) meets all local building codes and requirements_ To verify that the suggested design,
and any substitutions or modifications, is consistent with conditions at the construction site,
review the design with your architect. Also consult your architect for proper construction and use
of materials in the structure_
Be sure to follow the deck construction detail available from your store salesperson.
BEAM LAYOUT FOR LEVEL 2 CURTIS LUMBER '
CUSTOMER -- JOHN LEFNER 885 ROUTE 67
DATE 03/24/97 REF LEFNER BALLSTON SPA, NY
N
in
r
fU in co
to
I
1 L
5' 3 3/8' LB t c.
—\._.,., . ,
lI ;i
'4\,,,, it 1
rr
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I2' 33/4' I
t • _
\\, III
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 16' 7 I5/I6' 4 5' 2 V8'
B 4' I I/2' 2 3' 10'
C 8' I I/2' 3 3' II'
D IP 11/2' 3 5' 5'
E 12' 10 V2' 3 6' 3 V2'
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
POST HEIGHT FOR LEVEL 2 CURTIS LUMBER
CUSTOMER -- JOHN LEFNER 885 ROUTE 67
DATE 03/24/97 REF LEFNER BALLSTON SPA. NY
_ 18 18
18 18
, 18 18 18 _
EEt
18
18
181
18
18
18
_ 18 18
STRESS ANALYSIS FOR LEVEL 2
CUSTOMER: JOHN LEFNER
DATE: 03/24/97 REF: LEFNER
SALESMAN # DOUG
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X8 DEFLECTION 157 PSF
16IN BENDING 157 PSF
SHEAR 134 PSF
COMPRESSION 224 PSF 134 PSF
BEAMS 2-2X10 DEFLECTION 506 PSF
BENDING 187 PSF
SHEAR 109 PSF
COMPRESSION 252 PSF 109 PSF
BOLTS 1/2IN SHEAR 2390 PSF 2390 PSF
TOTAL LOAD 109 PSF
DEAD LOAD 10 PSF
LIVE LOAD 99 PSF
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