1991-477 CERTIFICATE OF COMPLIANCE.
TOWN OF QUEENSBURY
WARREN COUNTY, NEW YORK
•
Date W/9-i/nil,.d 1. 24 19 ee
This is to certify that work requested to be done as shown by Permit No. 91-477
has been completed.
This structure may be occupied as a
Deck
34 1orthw,i nds
Location
Owner Richard A. Locke
By Order. Town Board
TOWN OF QUEENSBURY
Director of Bldg. & Code Enforcement
4
BUILDING PERMIT
TOWN OF QUEENSBURY Na sl_4» 0
WARREN COUNTY, NEW YORK
w
W
k L A A. e oc
PERMISSION is hereby granted to Richard
to
OWNER of property located at 34 1orthwinds Street, Road or Ave.
I—
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 s
Same -s
2. CONTRACTOR or BUILDER'S Name
W
SAme
0
3. CONTRACTOR or BUILDER'S Address
C].
4. ARCHITECT'S Name
fD
7r'
5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by X)
(X)Wood Frame ( ) Masonry ( )Steel ( )
7. PLANS and Specifications
No. 144 sq ft Deck as per plot plan specifications and application
8. Proposed Use
Deck
$ 15.00 PERMIT FEE PAID —THIS PERMIT EXPIRES July 5, 19 92
(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 5th Day of July 19 91
SIGNED BY 4/2(/ W(. Q/ for the Town of Queensbury
Bu ding arid Zoning Inspector
` TOWN OF QUEENSBURY Fee Paid /5; OC_
BUILDING & CODES DEPARTMENT Permit # j R 7�
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: (j?i clncwa. 14 L.o J
P.O: Address .7314 /Vo4r4-ALy;r 5 Phone # 65)g) 7145-8306
Property Location ev s br tv y , IV•v. I a R'Q 44 Tax Map #
Subdivision Name (If applicable)
PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES:
Name: Address Phone#
BUILDING SPECIFICATIONS:
Type of work to be done: Porch Deck Dock Boathouse (Circle one)
Size of Structure to be built (square footage) : 1440 •ft-
Foundation Material : Width g�� Thickness pi' ilo.Y^5FO N F L'E WSBUR\
Depth of Footing, below grade: 3 -F-i- P``CEW' D
Size of Posts or Studs: 4_ x x oZ Long
Size of Floor Joists: x 8 x ) 02 Span JUL 1991
Decking or Flooring Material : 5/4 X 4 - '4D r°re ssuv2, +I-es-temq & CODE DEPT.
How will Porch or Deck be fastened to building? itio-4- -c„sfe.vle-c
C Fr-e- -f-�n�l ire j
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: 110 ft. x 55 ft.
Existing building(s): Size S11 ft. x - )24 ft.
Size ft. x ft.
Use of Existing building(s) :
Proposed structure, distance from property line:. •
Front yard 3 G ft. Rear yard (o a ft.
Side yards fq ft. and old 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: rrc,kl y a 14'r S?GNATUR''...., `-trZtCifiLQ - Q�
\ ^wner, Owners Agenc , Arc O • Contractor
WED BY CODE ENFORCE 3��C-f JStuNATURE � = -► _ _
TO..' OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED
NAME ,�1 ?C � 9� 46(7,
LOCATION & V(D--/.l-/,t 1/42CLI
DATE/1%26/91 PER34IT 1 Q/4'/7
TYPE OF STRUCTURE ,Cl/G�C1G_
RECHECK APPROVED
N/A YES NO
FOOTINGS/PIERS dek !/L
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/WALL POUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPRdOFING
BACKFILL APPROVAL
ROUGH PLUMBING
PLUMBING VENT/VENT IN PLACE
PLUMBING UNDER SLAB I
FRAMING:
JACK STUDS/HEADERS \
BRACING/BRIDGING
JOIST HANGERS ,' \\
JACK POSTS/MAIN BEAM `:.
FIRESTOPPING
WALLS
CEILING
FIREWALLS
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
REMARKS:
f/q/Q l 91g_ 1-2a (?a�
i / ,
ARRIVE
DEPART
INSPECTOR
r TOtN OF QUEENSBURY
4►"!* 531 BAY ROAD
t — ` a QUEENSBURY, NEW YORK 12804
',, TELEPHONE (518) 745-4447
BUILDING INSPECTOR'S REPORT
FINAL INSPECTION
REQUEST FOR INSPECTION RECEIVED
NAME
LOCATION,. 31 1A61�1 a i DATE Wf /q, PERHIT# 9/1'77
TYPE OF STRUCTURE
RECHECK
FIRE MARSHAL APPROVAL (COMMERCIAL STRUCTURE)
ODTING FOUNDATION BACKFILL FRAMING
ROUGH PLUMBING FINAL ELECTRICAL _SEPTIC
INSULATION WOODSTOVE/FIREPLACE
REMARKS
APPROVAL
N/A YES NO
CHIMNEY HEIIHT/LOCATION
B VENT/LOCA ION
PLUMBING VEN'
ROOFING /
SIDING
DECK/PORCH/ST. PS/RAILINGS
RELIEF VALVES /
FURNACE/HOT WA R OPERATING
BASEMENT INSULATION/DUCTWORK
INTERIOR TRIM/•'IVACY DOORS
FINISH FLOORS'
BATH/KITCH WITERTIGHT
OTHER FLOORS SWEEPABLE
OTHER FLOO S CARPETED
STAIR CLEARANCE/RAILINGS
HANDICAPPED #CCESS 0
SMOKE DETECTORS
BATHROOM FANS/WHOLEHOUS' FANS
ALL PLUMBING1;FIXTURES OPERATING
GARAGE FIRE PROOFING \
DOOR CLOSERS; �.
OTHER FIRE SEPARATION
FIRE/DEMISE WALLS
DUMPSTER
SITE PLAN/VARIANCE REQUIREMENTS
FINAL ELECTRICAL
OK TO ISSUEC/O OR C/C
COMMENTS:
a}Orlif� tetAlift,
dg'
ARRIVE
DEPART
INS T .
• TOWN OF QUEENSBURY Xe_/,
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED
NAME 1j"KU/ 4/96AX...---
LOCATION V//`1 ..(.4
DATE 1/4-10/ PERMIT # 9/-1 77
TYPE OF STRUCTURE
RECHECK APPROVED
N/A YES NO
`!FOOTINGS/PIERS K
MONOLITHIC POUR FORM
REINFORCEMENT IN PLACE
THE CONTRACTOR IS RESPONSIBLE
FOR PROVIDING PROTECTION FROM
FREEZING FOR 48 HOURS FOLLOWING
THE PLACEMENT OF THE, CONCRETE. f,
MATERIALS FOR THIS PURPOSE ON SITE/
FOUNDATION/WALL POUR /
REINFORCEMENT IN PLACE j
FOUNDATION/DAMPROOFiING if
BACKFILL APPROVAL i= /
ROUGH PLUMBING
PLUMBING VENT/VENTS' IN PLATE
PLUMBING UNDER SLAB! f
FRAMING: v, j
JACK STUDS/HEADERS /-
BRACING/BRIDGING r
JOIST HANGERS a %
JACK POSTS/MAIN 45AM
FIRESTOPPING
WALLS
CEILING j
FIREWALLS j
HEATING ROUGH-I W
INSULATION: I
FOUNDATION MALLS HNTERIOR R-
FOUNDATION WALLS ;;EXTERIOR R-
FLOORS R-
WALLS R-
CEILING R-
DUCT WORK OR PIPING IN UNHEATED
SPACES
REMARKS:
S-6N0 i3& P' - ao'T-Nf S
'US h2M-1
ARRIVE
DEPART
ISP TOR
55 C-F.
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TORN OF QUEENS:" RY
1----------------------/- " '---Qrd°
Zoning Admirili trator
R 0 04_
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1
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DATE
TOWN OF QUEENSBU" t lt3 DUARTIENT
Based on our GnHtW a midaft
compliance with our CommeN x *AN
not be construed as WAkgq be
plans and specifications am in full
t;nrtpliance with the code.
l
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on0o DECK TIPS
It's Never Too Late
or Too Early
to Protect ?our
Deck Investment.
r— Deck Tip—,
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Deck Tip
DECK -ORATING
You probably have more;' beck-
grglingoplign§ th§n you r@§iii@l
You can Phan a the color,
II lihi Bill will 1110i Ilili Ill ill
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Deck Tip
Does your deck look dried out?
Thomp§ont§ Wood l"ret@eler
i§ m§d@ with § non-drying oil
which remains in the wood
Deck Tip
Cedar Is never Pressure -treated
—11t§ n§tdr§lly prat@et@d from
wood=boring in§@ct§.
For maximum roteption from
IIIiI IIIII) ill 11 11111;III
f
I� 111�i1(�, I �I� � �illlllll�llll
Illll) I]111 111111111
Does your deck need waterproofing
protection ? Find out by trying this
quick and easy "glass of water"
test. Take a grass of water and
splash it against some boards on
your deck. If the surtax absorbs
the water, making the wood noticeably
darker, then the wood is vulnerable
and needs the immediate protection
of a waterproofer like Thompson's
Water Seal. If the water beads
up, or doesn't absorb into the wood
the surface is protected.
TREATED LUMBER OR CFDAR - Cedar
is naturally resistant to insect
damage. Pressure -treated lumber,
with its chemical additives, is
resistant to damage from termites
and other wood -boring insects.
Additionally, it is protected against
mold, mildew and rot.
QUESTIONS? Call
Thompson's Help Line
800-367-6297
Deck Tip
If you want a lighter shade when
you are restaining your rack, first
bleach the wood by applying a
solution of t cup detergent,
2-3 cups of laundry bleach and
t gallon of water. Hose the surface
off, than let dry a minimum
ul 2 days bolow rinlnlnp It Ihlu
plocubo dooh not ulvn it tl(l��hl
elluuull culul, 010111lt:al palnl
II111ulyNlfi III §411111nu InHY Ile
Deck Tip
As Pressure treated I tuber ages,
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wot@r d§m§g@: Tho§ who m§k@
prert§use treatef) It1 her
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STEP#4 RAILS
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END J015T —
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OUBLE HEADER
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END
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RAIL POST W/
SPACER BLOCK
SGALEs 1'- 1'-0'
RAIL POST W/O
SPACER BLOCK
5CALb 1'= 1'-0'
SQUARE POST DET,AIAIL 5
2 X G
RAIL CAP
2 X 4
RAIL
4 X 4
P05T
2 X 2
BALU 5TER
AT G' D.G.
• 2'
2 X 4
RAIL
d'
2 X 8 P.T.
I I J
1 X 4 DECKING
INSTALL W/
X 8 P.T.
SPACE OF 10P�-2
NAIL BETWEEN
J015T >
EACH BOARD
ALL PURPOSE
HANGERS O
a
oc
SECTION B
SCALE, 3/4'=1'--O' GRADE
STEP #5 STAIRS
4 X
END .
5PAC
ALL FUND v:+.- �►+�•v
RAIL POST W/
SPACER BLOGK
SCALE, 1'= 1'-0'
II
4X4POST
I I
DOUBLE HEADER
i s
ALL PURPOSE HANGER
RAIL POST W/O
SPACER BLOGK
SCALE, 1'- 1'-0'
NOTGHED POST DETAILS
G'
YP: 2 X G RAIL --�
CAP
2 X 4 RAIL
2 X 2 BALUSTER
AT G' O.G.
2X4RAIL
2 X 8 P.T. J015T AT 12' O.C.
ALL FLW05E HANGER _
HANGER
2 - 2 X 10
BUILT UP GIRDER
3' FRAMING ANGLE
3- 2 X 10 P.T. 4 X 4 P:T. P05T
STRINGER POST ANCHOR —
ALL PURPOSE ANGLE
AND ANCHOR BOLT
GONG. PAD TO
BELOW FR05T
LINE
8' CONCRETE —
FLLED 50NO TUBE
4T AT 12' VARIES
5EGTION A
. 5CALE, 3/4'=1'-Q'
I I
I I
I I
I I
I I
I I
I I
I I
I t
I I
I I
I I
I I
I I
I I
I I
7111 I
1 i
t I
I I
I I
I I
I I
EXISTING EXTERIOR
5HEATHNG
EXISTING EXTERIOR
SIDING
2 X 8 P.T.
LAG BOLT
PREDRILL
1X4DEC
METAL J015T
HANGERS
oc 2 X 8 P.T.
> SPACER BLOCK
4 1/2' LONG
PREDRILL FOR
LAG BOLTS
GALVAGALVANIZEDMETAL
GU55ET AT SPLICES
I OVER POSTS C NAIL
WELL)
A
O
0
Q
O
J
O
EXISTING
INSULATION
EX15TNG 2 X 4
AT 1G' O.C.
PARTION
XI5TNG HEADER
EXISTING
FLOORING
i9
EXI5TNG JOIST
EXI5TNG
C2)2XG
5LL
EL
EXISTNG
f OUNDATION
ELEVATION
2XGCAP
2 X G
4X4POST
2 X G
G' DECKING
2 X 8 P.T. -�
POST AND RAIL
5CALEl 1/2'=
G �
ELEVATION
TYPICAL ALL BALUSTERS TO BE EQUALLY
SPACED MAXIMUM G' ON CENTER CO/C)
COLONIAL RAILING
SCALE, 1/2'= V-O'
FRONT ELEVATION
SCALE,
I• X 4 BEVELED P05T
MOULDED HAND RAIL
BEVELED
TURNED BALUSTER
AT G' O.G.
MOULDED BOTTOM
RAIL BEVELED
8' DIA. GU NGKL I L
FLLED 50NO TUBE
LEFT ELEVATION
SCALE. 1/4'=1'-O'
G' DECKING --�
2 X 8 P.T.
SECTION
SECTION
CAVAILABLE IN REDWOOD)
I I I
i I I
I i I
I I I
I I I
I l
-- 1 LJ
/ CONC. PAD TO
/ BELOW FR05T LINE
N
r•.
t
i9
i
ELEVATION
TYPICAL ALL BALUSTERS TO BE EQUALLY
SPACED MAXIMUM G' ON CENTER CO/G)
BALUSTERED RAILING
SCALE, 1/2'= 1'-0'
r
ELEVATION
TYPICAL ALL BALUSTERS TO BE EQUALLY
SPACED MAXIMUM G' ON CENTER CO/C)
GONTEMPORARY RAILING
SCALE, 1/2'= 1'-0'
12'-0'
2XGCAP - -
2 X 4
4X4P05T
2 X 2 BALUSTER
AT G' O.G.
2 X 4
G' DECKING
2 X 8 P.T.
SECTION
BALUSTEREL - ur I iuly rrz
SAME CONSTRUCTION AS COLONIAL
RAILING. USE 2X4'S FOR TOP
AND BOTTOM AND 2X2 SQUARE
BALUSTERS
X G GAP COPTIONAL)
2 X 4
4X4POST
—`
NOTCHED
2 X 2 BALUSTER AT G' O.G.
G' DECKING
2 X 8 P.T.
2 X G RAIL GAP
2 X 4
4 X 4 POST
6' TYP.
2 X 2 BALUSTER
AT G' O.G.
2 X 4
1 X 4 DECKING
2 X 8 P.T.
2-2 X 10 P.T.
2- 2 X 10 P.T. GIRDER
GIRDER
4 X 4 P.T. POST
GRADE
I I I I
I I a O
040
2 X 10 P.T. 5TRINGER
I I l l cs
o-J
CONC. PAD TO -�
I I I v O O
BELOW FROST LINE
j i I I 0
L_ J � J
- 8' DIA. CONCRETE
FILLED 50NO TUBE
RIGHT ELEVATION
5CALE- 1/4'=l'-O'
2 X G
RAIL CAP
4 X 4
P05T
2 X 4
2 X 2
BALUSTER
AT G'
O.G.
2 X 4
GRADE
I I N,,,— 2 X 10 P.T. STRINGER
I I
I
I I GONG. PAD TO
I I BELOW FRO5T LINE
ELEVATIONS
SECTION