2005-624 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
(zt Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number. P20050624 Date Issued: Monday, October 23, 2006
This is to certify that work requested to be done as shown by Permit Number P20050624
has been completed.
Tax Map Number. 523400-289-010-0001-016-000-0000
Location: 24 JAY Rd
Owner. DEAN REALI
Applicant: DEAN REALI
This structure maybe occupied as a:
Deck
By Order of Town Board
TOWN OF QUEENSBURY
` f
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 Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
(2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050624 Application Number: A20050624
Tax Map No: 523400-289-010-0001-016-000-0000
Permission is hereby granted to: DFAN RF,A1,1
For property located at: 24 JAY Rd
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 Value
Owner Address: DEAN REALI
SUZANNE RAYESKI Deck $18,,00. 0
24 JAY Rd Total Value $1800000
LAKE GEORGE, NY 12845
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2005-624
669 SQ FT REPLACEMENT DECK
$66.90 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, November 28, 2006
(If a longer period is required,an application for an extension must he made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of Queensbury; Monday, December 05, 2005
SIGNED BY� for the Town of Queensbury.
irector of Bud 40 e Enforcement
Permit No. aDD
Bulking&Codas Office,-Deportment of Community Developmcnt-Town of Qveensbury Fee Paid (A 10V
742 Bay Road.Queen".NY 12604
Dave Hatin,Director coogs0gueensbup•.oet
Phone: (518)761.8456 FAX: (518)745-44V
Accessory Structure Building Permit Application
At mlicailon&Planssubied.to review before issuance of a valid oermit far construction.
Any structure other than the principal structure(i.e.,house),typically a garage,shed,greenhouse,dock,deck,
etc.(not necessarily limited to the list below). Peter to attached informational Brochure No.3
Instructions A permit must be obtained before beginning construction. No inspections will be made until th% 2 �}
applicant has received a valid building permit. AD app(ICants'spores on ihis application must be coo{ kfied a d
must appear on the application form.
Applicant/Builder iV%Z';Er itX, Owner: Dist fLEAu 14 1, -ANNE Q4\-tESk`
Address: t � �ut�t<t' Pt� -L" Address: 14 WAK 71D
Home Phone: 5)(1 sa42 Sro1 f0 Home Phone: 51e, 7412-yo73
Email Address: -Itpipp Sltn MI too Q Aryl. Email Address: ---^
Ceu Phone: 40ito-1 3�_ Celt Phone: z(.o 12-4-1
FAX Phone: Siff (04'L 13t001 FAX Phone:
Person responsible for supervision ql work with respect to building and codes compliance:
Name: •tM sun - Prc6S
Address: - S-+rotE - Phone SIEs ( 42 _307(.0
Location of proposed construction: Lot No. Legal Address:
?? '1 Gu N
Tax Map Number: ,o0 _2—3 LAKE,NE. Subd on Name:
Estimated Cost of Construction: $ a000'
Does an accessory structure currently exist on the propertyV ?�Yes / _No
If YES,list ail existing accessory stfucturec t>VIX MBze R* At.ED
Proposed Constrvction I,,fter 21W door Total Proposed Height
sq.tt. sq.ft. S .tt. fl.&in.
Open Porch
Covered or Enclosed Porch
(Considered floor area&must comply to PAR[Floor Area Ratio)
requiremenis it the structure is locatad in the Woterfront
Residential tone.
3-season oorch is;Qmsidemss an en iosea porch.
Deck IN, *•iLMU roS
Boathouse
Boathouse with sundeck
DOCK
Shed
Pole Bam
Detached Gara e 1 2.3 car
Other ACCeSsM Strucfiure:
Applications are subject to Zoning Administrator,Code Compliance,and Structural Plan review.
The Building and Codes Office will allow commencement of your proposed project only after
Issuance of your permit.
Declaration: Please sign below after you have carefully read the statement:
To the best of my knowledge,the statements contained in the 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 ail provisions of the Building Codes,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.
Further,it is understood that i/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance
being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As-Built 5uryey by a
licensed surveyor,drown to scale,showing actual location of all new construction.
Dote; "1 2 Applicant/Builder Signature: `�"�:`��� - 1 Dh n SW►lT1l<
The application of doted is hereby approved and:
permission granted for the construction,reconstruction or alteration of a building/and or accessory structure as Set
forth above.
Date: _ Authorized Signature:
U\Sue HerNrgwoy\llWc1ing.Permit.FORM$\Accessory Structure Permit Applicatlon.doc v:12128/04
1W
Queensbury Building & Code Enforcement - Residential Final Inspection
n
Office No. (518)761-8256 Arrive: am/pm epart: t � am/pm
Date Inspection request received: /�% / o _ Inspector's Initials:am/pm
�CuLG a
PERMIT#:
LOCATION: J A fib DATE:
TYPE OF STRUCTURE: ,.n
1� Comments
Yes No N/A
Building Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location '
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors Z /
Guards at stairs,decks,patios more than 30 inches above grade y' ^
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more VF101r,
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
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
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet 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
Enclosed Stairs Sheetrock Underside minimum%s"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
As Built Septic System/Sewer Dppt.Inspection Sticker
Site Plan /Variance
Flood Plain Ce
Okay to=& Forms\Building
/O [Temporary/Permanent
I \Build &Codes orms�Residential Final Inspection Form revised 100405.doc
Queensbury Building & Code Enforcement - Residential Final InspectiorY"
Office No. (518)761-8256 —L 1 D Arrive: am/ m part: am/pm
Date Inspection request received: Inspector s Initials:
NAME: L
PERMIT#: ��
LOCATION: DATE:
TYPE OF STRUCTU
Comments
Yes No N/A
Building Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches S ��5e U!
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
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
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 s . ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet 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
Enclosed Stairs Sheetrock Underside minimum%z"Gypsum
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
Final Electrical
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/O [Temporary/Permanent
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form—revised—100405.doc
Framing / Firestoppi.ng Inspection Report
Office No. (518) 761-8256 Date Insp,q o request received:
Queensbury Building&Code Enforcement Arrive: r am/pm art: gm/pm
742 Bay Road,Queensbury,NY 12804 Inspect&s Initials:
NAME: f,-,,� L—'. PERMIT#: D
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N N/Ao(g raming COMMENTS
Attic Access 22"x 30"minimum z4p'!5�Y� I-U b
Jack Studs/Headers p
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly 3 c GT y
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more / e.4 '�1A/AEMCL L
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %s w 16 gauge 8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and water shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side '/z inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart:-'-71 am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:' ,a
L.
NAME: ��C� PERMIT#:
LOCATION: INSPECT ON: ;Z
TYPE OF STRUCTURE:
Comments
i
Y N N/A
ootings / �--
Piers
Monolithic Slab
Reinforcement in Place `
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement V [ 1
of the concrete. y
Materials for this purpose on site. t
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 poly for wet areas under slab
Backfill Approval _
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASueHemingway\Buil ding,Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
RROJEC SITE AT
ALL IMIES FOR
ff-
"ME y A L R
A Pressure Treated Joists VxIV lop" OL.
NS Pressure Treate V'xl2!' Doub I e Ledger l5c d
leave r airspace betw en exisitng house and new deck
anchor with Grade S an hor bolts in concrete anchors, go vanized washers for spacers
i.._-..___---.-.-
Phd
Eo ke i C, nc ete W I Ill to� reei e �� � i
i ' I
t la �9oily !! d` cki�n9�
i yE € ii Ii ; h E
ISI stee I lai d aonrfjy I 'Erin, n o iCrete �fodt I fg E; t
, New N Ra I s e d Pat I o
W IZ f3c�Z S�e�I .4"be9
�i ,✓
�-
\�
Poured R6 i foillleed 6,onerete 1101 1
Nor Concrete Tooter and I �� c foundation
k!' Granite Stone Ven r �1
Id" sona tube on 24" concrete footings
stair Notes . -
Stairs to be constructed of curved pressure treated V x Id" laminate stringers
Risers and Treads of stairs to be of pressure treated, trimmed in cedar
15ase of Stairs to rest on Ids sona tubes (4)
'�- ..._ .._.J
�ty�
f
r
i
��...
�•
,�
� �i
�.
tRy
E
Real! Residence F/I "%o P /TYPical Gross Sec on D.eck
J
O
I 'v�dfdJ
Baser
CO
not
Plans aw�� z UhMpflafi�4 WO.
of i'Ve
t
i
I "
PORCH
z�
REALI R � 1PENOE
0000
�. .... v.....
New Raised Patio
Stair Notes: \
Real! Residence
T y p i cal 6ross �5ection Pelck
fastened with (#)&rode 5 concrete anchors bolts
leave airspace between exisitng house and new deck
Mahogony Pecking
6�' rjronite Stone Veneer
square tube steel post—
Existing Soil Orade
Poured Reinforced Concrete sona tube/square pier
Petail Notes
use J/V' rebor throughout
Minimum2A^ op | ice length for robor op | icea. min. (3) tioo per ap| ioa
v ��«�
DUFRESNE-HENRY
PREPARED BY DATE 20C�S PROJECT NO. (04
CALCULATIONS CHECKED BY DATE SHEET NO. OF 2-
ASSUMPTIONS / METHODS CHECKED BY DATE
SUBJECT ( �Y S�L�^iCl F / M N J/y> � ��yQ7it {LL-�L06Ilf Cg
RECEIVED
0 F1-00't JLs F-> NOV 0 9 2005
TO`4?,4 OF L-_LivSBURY`
BUILCIING , CO-DE
it
,`. `z ®71
r
Hu01A I
wl5r
A>Twt 99 1
wl MAI nivv ovS 900/5tE
LEffi
Zx g P /vet Vert
�aTl o^�
II
G,ONOT'W F-oUA#O4no^J A%1
BOOS — �Z" LUNG `J p rx C-4-S
K00t<
A(4l,,l�( 41 OF
FNO � "l
m
F
a
n uw
w
z
�( 20T6
9°FEss►oNP
DUFRESNE-HENRY _ c�
PREPARED BY hK DATE N#4 2 /005 PROJECT NO. (Of 0'S I
CALCULATIONS CHECKED BY DATE-- SHEET NO.4 y OF Z
ASSUMPTIONS / METHODS CHECKED BY DATE
SUBJECT l No`( S�rCI F"AA N�tiSCM vI - dZt tt�t 2E�IV E-1C C
-r
Reali Residence, Queensbury, NY E
Design Data:
NOV 0 9 2005
Dead Load: 7 psf.
Live Load: 40 psf. TOp`�"�'`P11�i�OF CCU;=` SOURY
Materials:
W12 steel beam: ASTM A992, painted with two coats of rust-inhibiting
paint; color by Owner.
Bolts: ASTM A 325.
Timber: SPF #2 or better, pressure treated.
Hurricane Tie-Down: Simpson or equivalent.
Special Note: These details and notes were prepared based on drawings prepared
by Mandy Spring Farm Nursery, Inc., received by Engineer on 03 Nov. 2005.
Engineer did not check the adequacy of the timber-framed deck or the foundations,
and Engineer assumes no liability for the design or construction of the timber-
framed deck or the foundations.
OF Ne
*C,� �KC �N yy0�
t rLU
z
O S 1Ov,
NOV-1-2005 10:03 FROM: TO:7454437 P.2
Nov 1 2005 8:59 P. U7
-14S-uq!3;7
M Gd Watiorta be approved by a N.Y.S. .
Curtis Lumber Co.assumes no responsibility for calculations.
BeamGhek v24 licensed to;Steve F rbanks,Curtis Lumber Co. Reg#2id 12728
IUTANDY SPRINGS NURSERY EXTERIOR DECK SUPPORT BEAM
Prepared by:SRF Date: i0l26105
Selec(ion W 12x$0 36 kei Wide Flange Steel Lateral Support at: Le m 6.9 ft max.
Cnndklons Actual Size Is 6-1/2 x 12.3/8 In..
Min Bearing Length R1=O.9 in. 112--0.91n. DL Defl 0.08 in Suggested Camber 0.13 in
Data Beam Span 21.0 ft Reaction i LL 4376# Reaction 2 LL 4376#
Beam Wt per ft 30.0# Reaction 1 TL 5786# Reactton 2 TL 5760#
Sm Wt Included 630# Maximum V 5786#
Max Moment 3=4'# Max V(Reduced) WA
TL Max Deft L/240 TL Actual Defl L/723
LL Max Dell L/360 LL Actual Deft L 1955
K' Section(iris) Shear 1 TL Deft(in) LL Defl
Actual 38.60 3.21 0.35 026
Critical 15.34 0.40 1.05 0.70
Status OK OK OK OK
Ratio 40% 13% 33% 380/0
Fb(psi) Fw(Poi) E(psi x mil)
Vats Base Value Fy 36000 36000 29.0
Base Adjusted 23760 14400 29.0
Ado tments YP Factor,Lc 0.66 0.40
Lgads Uniform LL:417 UnHorm TL-•521 =A
Uniform Load A
R 1 =5786 R2=5786
SPAN=21 Fr
Uniform and partial uniform loads are lbs per lineal ft.