98-316 r '
Certificate of COMPI *
ance �
Town of Queensbury 1
Warren County, New York
I - June 23 98
JIE Date
98316
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
5 4 COUNTRY CLUB Rn .
Owner- SOPRANO , JOSEPH
TAX MAP NO , 6 5 . - 2 - 5 . 3 By Girder Town Board
TL7 / Qi.ULENSB
Director of Building c4L Code enforcement
I k - -k k- -- --� - --
BUILDING PERMIT
VALUE $ 2000 TOWN OF +QUEENSBURY No. 98316
TAX NAP NO . 55 . - 2 - 5 . 3 WARREN COUNTY, NEW YORK
pERM15S1O7fv is hereby granted to
.SOPRANO r JOSEPH &
OWTIER of property located at 54 COUNTRY CLUB RD . Street. Road or Ave_
To Construct or place a DECK
Ave-
in the Town of Ocation in a ther with {plot plans and other information hereto filed and
at the above location in accordance to application toga
approved and in compliance with the Town of Oueensbury Building and Zoning Ordinance.
t' Q 810 raraTAIA 54 COUNTRY CLUB RD .
QUEENSBURYr NY 12804
2. CONTRACTOR or DUI LDEA S Name
SOPRANO] , JOSEPH
CONTRACTOR or BUILDER'S Addtan
4. ARCHITECT'S Marne
S. ARCHITECT'S Address
B. TYPE of Construction — (Please indicate by X) DECK
( I Woad Frame f 1 Masonry ( 1 Steel 11
7. PLANS and $pecifiations
778 SQ ET DECK AS PER PLOT PLAN SPECIFICATIONS
No.
a. Proposed Use
DECK
June 11 2000
64
PERMIT FEE PAID — THIS PERMIT EXPIRES . 19
(tf lown9w per
required
OPPlicAt
A I r iondo* a1��n muo be nnads to the Building and 2anina inspector of the
June 1998
Gated at the Town of lueensbury this
flay of �$
for the Town of Clueensbury
SIGNED BY Oui1dbV and Zoalnng truped M
TOWN OF QUEENSBURY Fee Paid
BUILDING & COMES DEPARTMENT Permit #
APPLICATION FOR : PORCHES- DECKS-
DOCKS & BOATHOUSES Est . Cost • _
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 STRUCTURAL PLANS SHALL BE SUBMITTED
WITH THIS APPLICATION .
Owner of Property : GEC• �tnC -- r (AQ
P . O . Address 5,4 ' hJT"k;.y LU eD Phone #
Property Location Tax Map #
Subdivision Name ( If applicable )
PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES :
Address ,�.�` 4 �-k��� �! _1_ Phone# iw=
Name : _ +C�C_i �� —
BUILDING SPECIFICATIONS :
Type of work to be done : Porch Deck Dock Boathouse ( Circle one )
Size of Structure to be built ( square footage ) :
Foundation Material : Width Thickness
Depth of Footing , below grade : r •vc���t, + � �'
Size of Posts or Studs :
Z y e� x Lang
Size of Floor Joists : ;2)( e ' x ��� x Z!;; ct.n.s*ao
jr
Decking or Flooring Material : -T-("r-CA CA_L000dx6`
How will Porch or Deck be fastened to building ?
2'4 eAes /b rr J o : 5 J r2 l
If Roof Will Be Installed , Answer Following Questions :
Size of Posts or Studs : x x Long
Roof Rafters : x Spacing Span
Roof Trusses ( pre-engineered spacing ) : Span
Type of Roof : Sloped Flat Shed 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 and distinctly all buildings , 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 : ft . x ft .
Existing building ( s ) : Size ft . x ft .
Size ft . x ft .
Use of Existing building ( s ) :
Proposed structure , distance from property line :
Front yard ft . Rear yard ft .
Side yards ft . and 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 done 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 : ' coz 4 SIGNATURE
0 ner , 7UWner s genc , c ect ntractor
REVIEWED BY CODE ENFORCEMENT OFFICER , DATE SIGNATURE r
RESIDENTL&L FINAL INSPECTION REPORT
ction request received
Date inspe
Office No. {Sl8) 761-8256
Building & Code Enforcement t �°►rrn' am/pm Depa �
Dept, of Community Deveiopmen inspector's Initials
Town of Queensbury
742 Bay Road
Queensbury, New York IfiD4 1 ,
vy�eL�, PERMIT
NAME DATE
LOCATION
`TYPE OF STRUCTURE
NIA YES NO COIvI3AENTS
Chimney Heightr'B" VentlDirect 'Vent Location
Fresh Air Intake
Plumb Vent through roof
Roof Complete }
Exterior Finish Complete
Interior/Exterior Railings 30" to 36' T"~
Exterior Handrails, balconies, Landing 18 in. or more
Interior Handrails stairs both sides 3 or more risers
Grade 2% away from foundation
8" clearance to sill plate
Gas Valve shut-off exposed/ ator 18" above grade
Gas Furnace shut-off within 34 f or within line of site
oil Furnace shut-off at entrance to cc area
Furnacefflot Water Heater operating
Relief Valve(s) installed
Headroom, 6 tt. 6 in. on stairs
Basement stairs, 6 ft. 4 in.
I landrail exterior stairs both sides more 3 risers
Interior privacyltrun/doorslmain entrance , 6
Floor Finish
Bathroom/Kitchen watertight
interior Handrails Balcomes/Landing 18 in. or more
Railing across window in stairwells
Smoke Detectors:
every level
every bedroom
outside every bedroom
inter connected
Bathroom fans
Plumbing fixtures
Foundation insulation
3/4 hour fire door/door closer
Garage fireproofing
(garage penetrations sealed
Furnace in separate room protected (in garage)
Light ventilation Per room
Safety glazing 18" or less from floor
Final Electrical
Site Plan/Variance required
Final Survey Plot Plan
As Built Septic System layout required —
okav to issue CAC (Certif. of Compliance)
Okay to issue temp- C/o (Certif. of Occupancy)_
Okav to issue permanent CIO (Certif- of Occupancy)
GENERAL i1NSPECTION REPORT
Town of Queensbury
Dept•, of Community Development Date inspection request received:
Building & Code Enforcement
742 Bay Road r
Queensbury, NY 12804 Arriv4E pm De &11K Pn►
Inspectors Initials
NAME: PERMIT #
LOCATION < �s �� � �� � DATE : c,
TYPE OF STRUCTURE:
RECHECK
N/A 'TES NO COMMENTS
Footings/Piers _
Monolithic Pour Form
Reinforcement in Place
The contractor responsible for
providing pro, �tr m g
for 48 hours fol ng ent
of the con
Materials for s purpose on site
Foundationallpour
Reinforcement in Place
Foundation/Dampproofiug
Backfill Approval
Plumbing Under Slab
Plumbing Vent./V�nts in Place
Rough Plumbing_
Heating Rough-lx-
Insulation _
Foundation Wails Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
C Iling R-
uct work or piping m
unheated spaces R-
per Vent, Attic 'gent
Framing
Ja k Studs/Headers
raci ngJBridg ing
Dist Hangers
Jack PostslN&3 in Beam
Air infiltration Barrier _
Fire Separation 1 , 2. 3 , hour
Penetration Sealed
Fire Wail 2. 3, 4 hour
Firestopping
� E
e
GENERAL L1 FEGTION REF[7RT '
Town of +Queensbury
Dept. of Community Development Date inspection request received: � c
Building & Code Enforcement
742 Bay Road
Queensbury, NY 12MM Arrivc� am/pm Deparf� a
Inspector's Initials
NAME: C) - PERMIT # — 3 I
LOCATION- V r." DATE :
TYPE OF STRUCTURE: �?
RECHECK
NIA YES NO COMMENTS
FootingsJl'iers I
Monolithic Pour Form
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this 17 on site
Foundation/Wallpour
Reinforcement in Place
Foundation/Dampproofin
Backfill Approval
Plumbing Under Slab
Plumbing VentJVents in Pl
Rough Phimbiniz
Heating Rough4n
Insulation
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling R.
E]uct work or piping in
/ unheated spaces R-
�"roper Vent, Attic Vent
✓Framin
Jack StudsJHeaders
Bracing/Bridging,
Foist Hangers � & (}
! (. (- L)
Jack Posts/Main Beam. la.V
Air Infiltration Barrier
Fire Separation 1 , 2, 3, hour _
Penetration n Sealed @ Aj
�
Fire Wall 2. 37 4 hour `� ' ^ �= C �l7 rn. 4!' j JE j L
Firestoppmg y y ,
+GENERAL INSPECTION .REPORT
Town of Queensbury
Dept.. of Community Development Date inspection request received:
Building & Code Enforcement
742 .Bay Road
Qrueenshvey, NY 12804 Arrive ami4EnL Depart nt
Inspector's lniti
NAME: PERMIT #
LOCAT1C3N: DATE :
TYPE OF STRUCTURE: G
RECHECK
N/A YE NO COMMENTS
Footings/Piers t t
Monolithic Pour Form
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
Foundatio n/Dampproofi ng
Bacldili Approval
Plumbing Under Slab
Plumbing Vent/Vents in Pla
Rough Plumbing
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-
Proper Vent, Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
.foist Hangers
Jack PosWMain Beam
Air Infiltration Barrier_
Fire Separation 1 , 2, 3. hour
Penetration Sealed
Fire Wail 2, 3. 4 hour
Firestopping
t
GENERAL INSPECTION REPQR?
11
Town of Queenshur3
Dept. of Community Development Date inspection request received: c
Building & Code Enforcement
742 Bay Road /D `7
Queenshury, NY 12804 Arrive - atn/pm Depart'
inspector's Initials m.
NAME: PERN41`l' #
LOC
ATION: `� f� ._ - DATE : tin
TYPE OF STRUC
RECHECK
NIA YES N COMMENTS �
tings/F'iers�
Monolithic Pour Form ,�✓ ,4 yC
Reinforcement in Place
The contractor is responsible for
providing protection from fr, eezing
for 48 hours following the p cement
of the concrete.
Materials for this purpose on site
Foundation/Wallpour
Reinforcement in Place
Foundation[Dampproof'in
Backi"tli Approval _
Plumbing Under Slab
Plumbing Vent/V=(s in Place
Rough Plumbing_
Heating Rough-i r
Insulation� — _
Foundation Wails Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling, R-
Duct work or piping in
unheated spaces R-
Proper Vent, Attic Vent
Framing
jack studs/Headers.
Bracing/Bridging
,foist Hangers_
Jack PostslMain Beam _
Air Infiltration Barrier
Fire Separation 1 . 2. 3. hour_
Penetration Sealed__ ..
Fire Wall 2, 3 . 4 hour
Fi restopping
cusroM vlEw 9'9 FILE COPY
CUSTOMER TINA , SOPRANO
DATE 06/06/98 REF SOPRANO
JUN 4 8 is
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N OF URY
EPT
BUILD
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460 BI
d60 BIG BAY Rp
QUEENSBURY, NEW YORK
(800) 555 1212
STRESS ANALYSIS
CUSTOMER : TINA , SOPRANO
DATE : 06 / 06 / 98 REF :
SALESMAN # AL BISHOP
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X10 DEFLECTION 114 PSF __ -- - - - -
161N BENDING 286 PSF
SHEAR 210 PSF
COMPRESSION 255 PSF 114 PSF
BEAMS 2 - 2X10 DEFLECTION 190 PSF
BENDING 93 PSF
SHEAR 68 PSF
COMPRESSION 230 PSF 68 PSF
BOLTS 1 / 21N SHEAR 1811 PSF 1811 PSF
POSTS 4X4 STABILITY 406 PSF 406 PSF
. . . .. .. . ... .. . . .. . . . . . . . . . . . . . . . . .
TOTAL LOAD 68 PSF
DEAD LOAD 10 PSF
LIVE LOAD 58 PSF
STRINGER 2X12 DEFLECTION 279 PSF
BENDING 233 PSF
SHEAR 168 PSF
COMPRESSION 652 PSF
TOTAL LOAD 168 PSF
DEAD LOAD 10 PSF
LIVE LOAD 158 PSF
- - - - - _ . . . - . . . . . . . . . . . - - - - _ __ - - - - - -- - - - - - - - - _ . . . . . . .. .. .
PLAN VIEW CURTIS LUMBER
CUSTOMER - - TINA SOPRANO 460 BIG BAY RD
DATE 06 / 06 / 98 REF SOPRANO DUEENSBURY, NEW YORK
( 800 ) 555 1212
cr"� C3 ct�' �• J
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cc, � 4�k t'ETI� �c�rti�
IF , 'V
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LOAD AND SUPPORT: Your deck will support a 58 PSI= live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 36" from the top of decking to level ground.
The top of the deck support posts will therefore be 25.25" 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.
CUSTOM VIEW
CUSTOMER -- TINA , SOPRANO
DATE 06106/98 REF SOPRANO
,
t 1{
I
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�./
CURTIS LUMBER
460 BIG SAY RD
QUEENSBURY, NEW YORK
(800) 555 1212
BEAM LAYOUT CURTIS LUMBER
CUSTOMER - - TINA SOPRANO 460 BIG BAY RD
DATE 06/06 / 98 REF SOPRANO OUEENSBURY , NEW YORK
( 800) 556 1212
5' 5 112'
8' c'
4' S'
4' 11 112' 41 S,
co
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"v cu
SEAM BEAM POST POST
LABEL - LENGTH COUNT SPACING
A 7' 9" 2 6' 4 1/2"
B 8' 3" 2 6' 10 1/2"
C 39' 9" 6 7' 10 1/2"
CD 26' 9 1/2" 5 6' 7 1/20
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
CUT LIST CURTIS LUMBER
CUSTOMER - - TINA SOPRANO 460 BIG BAY Rp
CRATE 06/06 / 98 REF SOPRANO QUEENSBURY , NEW YORK
(800) 555 1212
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LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist 13' 1 1/2" F45 RO O fcscra 28' F22 S22
B Jow,st 14 ' 5 1/2" F45 RO 0 ledger 28' 2N F45 S45
C joist 15' 9 1/2" F 45 RO P fascia 8' 6" F22 S22
D jorst 15' 5" F45 RO P ledger 8' 3 1/2" F45 S45
L joist 14' 1" F45 RO 0 f ascra 12, F22 SO
F jorst 12' 9" I=45 RO 0 ledger Ill 11 1/2" F'45 SO
0 joist 13' 1 1/2" R ledger 39' 9'
H joist T 7 1/2" F45 RO S cap 5 1 /2"
I ,joist (21) 13' 4" S section 11' 11"
J joist (21) 4 ' 3" T cap 9' IN FO S22
K joist 13, 2" T sectran 4'
L joist 3' 11 1/2" F45 RO U cap 287 3 1/2" F22 S22
M Fascia 12, FO S22 U section 6' i0"
M ledger 117 11 1/2" FO S45 V cap 8' 9 1/2" F22 S22
N fascia 8' 6" F22 S22 V section 4'
N ledger 8' 3 1/2" F45 S45 W Cap 12' 2" F22 SO
W section 5' 9"
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