2002-966 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20020966 Date Issued: Friday,August 06,2004
This is to certify that work requested to be done as shown by Permit Number P20020966
_ has been completed.
Tax Map Number: 523400-309-015-0001-059-000-0000
Location: 56 CAROLINE St
Owner: CATHLEEN DALY
Applicant: CATHLEEN DALY
This structure may be occupied as a:
By Order of Town Board
Deck TOWN OF QUEENSBURY
Director of Building&Code Enforcement
TOWN- OF QUEENSBURY :
742 Bay Road,Queensbury,NY' 12804-5902 (518)761-8201
Community Development-Building&Codes (518)'761-8256-
BUI1DING-,PERMIT:.
Permit Number: P20020966 Application Number: A20620966
Tax.Map No: 5234.00-309-015-0001-059-000-0000
Permission is Hereby granted to: CATHT,F,F,N DALY
For property located at: 56 CAROLINE St
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. Terre of Construction _ Value
Owner Address: CATHLEEN DALY
St CAROLIN 56' E" Deck $3,500.00
QUEENSBURY,NY 12804 Total Value $3,500.00
Contractor or Builder's Name/Address Electrical)inspection Agency
HARRY Crn0T)WT1N`
LATHAM-NY 12110-0060
Plans&Specifications
2002-966
Construction of a 463.75 sq ft,deck per plot plan and specifications.,
$46.38 PERMIT FEE PAID-THIS PERMIT,EXPIRES: Sunday,March l,,2004 ,
(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 ' . wn of ee bu Friday,March 21,'2003
SIGNED BY for the Town of Queensbury.
Director of Building kCode Enforcement
Porch, Deck, Dock, or Boathouse Permit Application
Town of Queensbury—Dept of Community Development,742 Bay Road, Queensbury,NY
(518)761-8256
A permit must be obtained before beginning construction. No Permit File No. 7496 �
inspection will be made until applicant has received a valid Fee Paid $
building permit. All applicants'spaces on this application must be Reviewed By:
completed and must appear on the application form.
ApplicantV Owner: �_ c�,` Lees...Z)d L7 Address: Address:
(- der - Ald 100-Y
Phone# Q�14 ) 7_?� - 09/ Phone#{ ) -
Email Address: ,r,hr�y �i��4�T Email Address:
Person Responsible for Supervision of Work as Regards to Building Codes:
Name �¢ �r , Address: f Phone =�✓�02
Property Location: -Lot Number: / House Number
Subdivision Name: Tax Map Number:
Estimated Market Value of Construction. $ T 66�e l�—V
❑ Porch' s--�
Deck
❑: Dock
❑ Boathouse, A) �f
❑ Other work(describe
t 1? )-o
Size of structure to be built square feet
Submit along with this application:
1. Two plot plans drawn too scale,preferably using a survey map. Indicate proposed
structure showing setback dimensions from all-property lines. Show location of
water supply and location and configuration of septic disposal area.
2. Two sets of structural drawings. Indicate size of posts or studs, floor joists,
decking or flooring material to be used. Show how the porch or deck will be
fastened to the building. If a roof will be constructed,indicate the size of posts or
studs,roof rafter spacing and span. Indicate type of roof: sloped,flat, shed, or
other. Indicate the type of material being used for the roof.
Declaration: please sign below after you have carefully read the statement:
To the best of my knowledge 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 noted,and that such work is
authorized by the owner. ryry
Applicant's signature:. Date:
L:\SueHemingway\Building.Permit.FORMS\Porch.Porch.Permit.doc 8/13/02 revised per DH
r,. Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: am/p apart: ��m/pm -
Date Inspection request received: _ Inspector's Initials: q � ,
NAME: PERMIT#: 0
LOCATION: � � DATE: >�
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
Guard 30 in.or more @ stairs,decks,patios
Guard at stairwell at 34 in. or more
Guard at deck,porches 36 in.or more
Exterior Finish Ca late
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum %" ,
G sum
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft.or within line of site
Oil Furnace shut-off at entrance to furnace area ;
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Tern 110
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery backup:
Carbon Monoxide Detector
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
Garage Floor Pitched
1 Garage fireproofing/1/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in,x 30 in.(ht.)In accessible area
Crawl Spaces I8"x 24"access, I s . ft.-150 s .ft.vents
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final Survey Plot Plan
As Built Se ti stcm/Sewer Dept. Inspection Sticker
Flood Plain ertifi ation,if required
Okay to iss C/C or C/o Temporary/Permanent
L:IPamW\Building&CodeslInspection FormslRes. Final Insp. form 2.docLast printed 2/12/04
Feundation Inspection Report
Office No. (5 IS)761-825 6 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pnjj art:C� 'am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
%
f
NAME: PERMIT#:
LOCATION- 4:7 INSPECT ON: !7--9-5-01
TYPE OF STRUCTtTR`9-.
Comments
Z Y N/A
Piers
Mo ithic Slab
11 /1
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
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil of for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation insulation Interior/Exterior
R-
Rough Glade 6 inch drop within 10 ft.
L:4SueHemin8way\]3uilding.Codes,lnspection.FORMS\Foundatioii Inspection Report.doe January 28,2003
QueensburY Building & Code-Enforcement - Residential Final Inspection V,6nAA
.. Office No.(518)761-8256 Arrive: am/pm ''�;piL
Date Inspection request received: nspector's Initials:
C -1 NAME: PERMIT#:
LOCATION: DATE:
TYPE OF STRUCTURE:
Comments
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intakef� -
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
Guard 30 in.or more @b stairs,decks,patios
Guard at stairwell at 34 in, or more y I � � -rill, 14 C.- L. ,��ivt
Guard at deck,porches 36 in.or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in.
4,2
Platform at all exterior doors > U 5I
Interior Handrails stairs 2 or more risers �—
Enclosed Stairs Sheetrock Underside minimum '/"
Gypsum
Grade away from foundation 6 in. with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft. or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: i Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery backup:
Carbon Monoxide Detector
Bathroom Fans, if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/'/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents
Building No./Address visible from road
Final Electrical
Site PIan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Flood Plain Certification, if re uired
Oka to issue C/C or C/4? Tem orar /Permanent
L:\PamW\Building&Codesllnspection Forms\Res.Final Insp. form 2.docLast printed 2/12/04
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: am/ t e t: ��am/pm
Date Inspection request received: Inspector's Initials: t�/ /
NAME: '\ l E? \ n PERMIT#: 0
LOCATION: N 0 DATE:
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Com lete
Guard 30 in.or more @ stairs,decks,patios
Guard at stairwell at 34 in.or more
Guard at deck,porches 36 in.or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum ''/z"
Gypsum
Grade away from foundation 6 in. with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft. or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety Pzin
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery backup:
Carbon Monoxide Detector
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
Garage Floor Pitched
i Garage fireproofing/'/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, I s . ft.-150 s . ft.vents /
Building No./Address visible from road
Final Electrical p V
Site Plan /Variance required 1
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C or C/O Temporary/Permanent]
L:\PamW\Building&CodesUnsuection FormslRes, Final Inst3. form 2.docLast printed 2/12/04
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 ► Arrive: arm/ Depart, am/pm
Date Inspection request receiv 0 p4yL Inspector's�Initia�ls•
NAME- PERMIT#:
0 NL
CD
LOCATION: DATE: 15104
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6" <�
Roof Complete/Exterior Finish Complete
Guard 30 in.or more @ stairs,decks,patios
—1
Guard at stairwell at 34 in, or more
Guard at deck,porches 36 in.or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in. 00
Platform at all exterior doors
Interior Handrails stairs 2 or more risers /10
Enclosed Stairs Sheetrock Underside minimum 1/2"
Gypsum
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft. or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: _ / Every Bedroom:
Outside every bedroom area:
Inter Connected; — / Battery backup:
Carbon Monoxide Detector
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss, draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, I sq. ft.-150 sq.ft.vents
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Flood Plain Certification, if required
Okay to issue C I C or C/0[TernporaEy/Permanent
L:\PamW\BuildinR&CodesUnspection Forms\Res.Final Insp. form 2.docLast nrinted 2/12/04 )JA' RI
Foundation Inspection Report
Office No. (51-8)761-8256 Date Inspection request received: JA
Queensbury Building&Code Enforcement Artive: am/p Depart: - am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: ^� , PERMIT#:
LOCATION: INSPECT ON: 3
TYPE OF STRUCTURE:
Comments
Y N /A
ootings
Piers C�L l-- t� �--' to
ti
Monolithic Slab
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
a
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under.Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Cn ade 6 inch drop within 10 ft.
L;\SueHemingwayiBuilding.Codes.Inspection.FORMSIFoundation Inspection ReporLdoc January 28,2003
RECEIVED
,,. .: Nov 18 2002
7�OW" 31NC AID CODE
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Be sure that this design meets your needs and local building code requirements. Some building codes
Please contsult your local building department for�your code requirements equirements and nailing techiques.
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The purpose of this view is to provide a general outline of the layout of the substructure of the design.
Be sure that this design meets your needs and local building code requirements: Some building codes
Please consult yourpotal budding department for your code t requirements and nailing t chiques.
bat Aug -11 1 O;A,4;u4 AVww-
Post.Layout for Deck 3
The purpose of this is to provide a gen;ral outline of the layout of the Substructure of the design.
Be sure that this design meets your needs and local building code requirements. Some building codes
reuire that the beams be fastened together on the same side,notched into the side of the post.
Plqease consult your local building department for your code requirements and nailing techiques.
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TOWN OF QUEENSB'
URY
CUSTOM VIEW BUILDING
CUSTOMER -- GENERIC CUSTOMER UILDI ` p DEPT,
DATE 03/19/03 REF Deck03078 REVIEWEo BY � rJ
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STORE NAME
tP 123 STREET'AD,
�odUP�� CITY, ST
SO) 656 1212
s
BEAM LAYOUT FOR LEVEL 2 STORE NAME
CUSTOMER -- GENERIC CUSTOMER 123 STREET RD.
DATE 03/19/03 REF Deck03O78 CITY, ST
(800) 666 1212
(L tU
--• tU N -
B 2' 2 1/2'
D
23' 5 1/4'
A -
CU O d ru
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 2' 8 3/4" 2 1' 4 1/4"
B 4' 6" 2 3' 1-I/2"
C 24' 2 1/2" 4 7' II.3/4"
D 17' 5 1/2" 3 8' 7"
Post spacing is measured center-to-center.
Depth of post-in-concrete footers --- 36 inches.
P�Afl VIEW FOR LEVEL'. '2 STORE, NAME
CUSTOMER,,-- GENERIC CUSTOMER":, ,, ; ' 123 STREET ,,
DATE
DATE 03/19/03 REF'` D`eck03078 ' CITY,--ST
(800) '555 IM
f3'6' _
6'10' 3, ;f'8'
4'3.
,
LOAD AND SUPPORT: `Your deck will support a 67 PSF live load;: Posts hove' 36" .below-ground
` post support.
--DECK WAND 'POST HEIGHT:. You selected-a height of 36 .from the-top of :;decking to._Ie4bI'ground.
The top of the'.deck< support posts will therefore be ,27,25 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• notea finished building, plan_ ;You, are'responsible for
all measurements being';correct, for verifying that the design (and any' substitutions or-'modifications;
chat y.ou .make) meets all local building codes and requirements. "To verify' that. the suggested- design,
and any substitutions or modifications, his consistent- with conditions at, the construction site;
review the'design with ;your 'architect: Also consult.,our 'architect for proper construction and use
of.'materials in, the structure..
Be sure .to .folloW. the deck construction.-,,detail available from your store,salesperson.
PLAN VIEW ,FOR LEVEL l STORE NAME
CUSTOMER -'; GENERIC CUSTOMER. 123 STREET .RD.
DATE 03/19 03 REF `Deck03078 C1TY,':5T
'(8001.' 655,`1212
2 4 3'3 3/4' 2'4'
ti iv
2 4` 3'3 3/4• 2'4'
LOAD AND ,SUPPORT:' Your deck, will support- a 222' PSF live]oad.: Posts°have 36"`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 27.25"- above ground le.vel_`,, .Your. salesperson
a
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.,desigri land .any substitutions or,modifications
,that you make), meets all local building 'codes and re,quir,ements. -.To verify that the .suggested design,"
and :any substitution's or modifications, is consistent 'with conditions at the construction site,. ..
• rpview`-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.
" a
BEAM LAYOUT FOR LEVEL I STORE- NAME
CUSTOMER --' GENERIC CUSTOMER 123 .STREET RD.
DATE 03/19/03' REF Deck03078 .,- CITY, ST.
(800). 555 1212
ru
BEAM BEAM.r POST POST
LABEL 'LENGTH COUNT SPACING
A 5' S 1/2" 2 5' 2"
B 5' 5 1/2" 2 . 5' 2"
Post spacing is measured center-to-center.
Depth of post-in-concrete footers --- 24 inches.
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MAP REFERENCE:
MAP OF A SURVEY MADE FOR
VILNIS NEILANDS
DATED: AUGUST 31, 1994
LAST REVISED: SEPTEMBER 18, 1996
BY: VANDUSEN & STEVES, LAND SURVEYORS
� an D u s en
8c Steves
Land Surveyors, LLC
37 Chester Street Glens Falls, New York 12801
(518) 792-8474 New York lAc. No. 50135
I.P.F.
W
I�
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� LAW SUWICV Rs SAL IS A
Mgap of a Survey
made for
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ON NSt N1MlF M THE TTE 0WANY. O0IFNINEIITAL
AMM Alb LANI N @WWI= USIED NOOK AND
Town of Qutieensbury, Warren County, New York
v0 TIE A11110= a WE UNNS SNRMION.•
STET
NO. I DATE
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RECEIVED
ED
NO V 1 8 2002
TOWN OF QUEENSBU
�SUILDIN RY
I HEREBY CERTIFY THAT THIS MAP WASH DE
FROM AN ACTUAL FIELD SURVEY.
THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS
FOR MOM THE SURVEY WAS PREPARED. AND ON THEIR
BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY
AND LENDING INSTITUTION LISTED HEREON.
CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL
INSTITUTIONS OR SUBSEQUENT OWNERS.
CERTIFIED TO: CATHLEEN L. DALY
M & T MORTGAGE CORPORATION.
IT'S SUCCESSORS AND\OR ASSIGNS
TICOR TITLE GUARANTEE COMPANY
STATE OF NEW YORK MORTGAGE AGENCY.
IT'S SUCCESSORS AND\OR ASSIGNS
CERTIFIED BY:
MATTHEW C. STEVES, LLS NYS 50135
DATED: August 24, 1998
DESCRIPTION
iatei AuuuJ i C-+, 1:
Scale 1"=50'
S --1
SHEET 10F 1
CLUTE
DWG. NO. 94126—E
00
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