2014-190 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: P20140190 Date Issued: Friday, March 18, 2016
This is to certify that work requested to be done as shown by Permit Number P20140190
has been completed.
Tax Map Number: 523400-296-008-0001-009-002-0000
Location: 75 WAVERLY P1
Owner: JEANE SAVIETTA
Applicant: JEANE SAVIETTA
This structure may be occupied as a:
Deck
By Order of Town Board
TOWN OF QUEENSBURY
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
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20140190 Application Number: A20140190
Tax Map No: 523400-296-008-0001-009-002-0000
Permission is hereby granted to: JEANE SAVIETTA
For property located at: 75 WAVERLY P1
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: JEANE SAVIETTA Deck $9,000.00
75 WAVERLY P1 Total Value
QUEENSBURY NY 12804-0000 $9,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
JOSEPH VITALE
518-466-4011
481 MILLER Rd
CLIFTON PARK NY 12065-0000
Plans&Specifications
2014-190
DECK 200 sq ft
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,June 06,2015
(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 the Town f Que ship;4 F i : i 1 e 16,2014
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Town of Queensbury Building & Codes Office Use Only
ACCESSORY STRUCTURE APPLICATION `Received:; r: �,
Tax Mapja _ .� ' - ',01
A permit must be obtained before beginning construction �� 2
Kermit No.:
\•� `�,
App
For any structure other than residential principal structure(house)to include, but . 1�Prmit Fed' -
not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. bite p a�_ ut: Q P G Q�
Refer to Informational Brochure No.3 Accessory Structures—Sheds/Fences 'u\1\i �1��� .--�
Date // Applicant ti^y JOsEP} !"l Lr I-r-t(e b si 'acee I Prt-(
Tax Map ID Address '__./ / n"/•I/'ie kb nxfeV'cir
ZoningCi/ T - Pfpe N ( 12c s
Phone / 57E 4/660-1/0
Ownerl ems-- Contractor/Agent Siclo7E H5
Address 75 (,U VE, Ly iafiec Address r4 &OV(-
Qoe sbLL r ivyz2Otf
.
Phone �G 3 `f(2 1 Phone
Contact Person for Building&Code Compliance: JO(' U I TF (.C= Day Phone: SI c-^ L Coo'y 01 I
Building Street Addrr:
Subdivision Name .t. vUe((t Pace o #: Historic Site: Yes _No
Estimated cost of construction: $ 7C)
Are there any other accessory structures on property? If yes,please list:
Type of Construction:
Check all that apply Please indicate measurements as required below
1st Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height
Boathouse
Boathouse with Sundeck
Deck ,Wir, Si 11—
Detached Garage(#of cars_)
Dock
Pole Barn
Porch-Open
**Porch-3 season, Covered, Enclosed
Shed
Other Accessory Structure(s)
**Considered floor area&must comply with FAR(Floor area ratio) requirements if located in the Waterfront Residential zone.
Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256
Please include two(2)sets of the following documentation with the application fee:
1. Accessory Structure Application
2. Plot plan drawn to scale with the use of a survey map, if possible[40 scale-1 inch=40 feet]
a) Indicate proposed structure, showing setback dimensions from all surveyed property lines
b) Show location of all existing structures on the property
c) :Show location of water supply(well or water lines)
d) Show location and configuration of septic disposal system or sewer line
3. Structural Drawings to include: Floor Plan; Foundation Plan; Cross Sections; Elevations
4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations
with construction costs over$20,000;Any commercial construction
Other Notes:
1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are
necessary].
2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial
application date.
3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance, and Structural plan review
CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL)
Residential Building Code
• New driveway requirements for structures located over 300 feet from main road;
• Spray foams are allowed to be exposed in rim joist box area only, must be covered by 15 minute thermal barrier all other areas;
• Protection against decay requirements;
• Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps;
• Vent stacks must be 18 inches minimum above roof for all structures
New Electrical Requirements
• Arc fault breakers required in all habitable spaces for receptacles;
• GFI protection for all other receptacles in kitchens, bathrooms, garages, and unfinished basements;
• All receptacles must be tamper resistant;
• Carbon Monoxide detectors must be located within 15 feet of sleeping area;
• All corrugated stainless steel piping must be bonded to the common ground for electrical service
New Energy Code Requirements
• Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant;
• Programmable thermostats required;
• Lighting must be 50%energy saving light bulbs;
• Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit;
• Res Check inspector's checklist must be available at time of insulation inspection
Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the
application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be
performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning
regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also
understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to
issuance of a certificate of occupancy.
11 have read and agree to the above Print Name: JOESz✓p-F( U ('ill LE
Signature:
Date: .57 /Z-//L(
Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256
Residential Final Inspection ` 0 e
Inspection request received 31.'117c\
Name Inspected on `)) 1*rf
Location �l�va�r�r\\.1 Ickcu Arrive am/pm
Permit No. 20 l — 1C) Inspector's Initials
Type of Structure 1L%
( ( C �4S� t,�
Yes No N/A Bathroom Fans, if no window
4" Building Number Address visible from road Plumbing fixtures
Chimney Height/"B" Vent/Direct Vent Foundation insulation to floor/ Sticker on Panel
Location
Fresh Air Intake Duct work sealed properly/Blower Door Test
Certification
3" Plumbing Vent through roof minimum 18" Floor truss,draft stopping finished basement
Roof Complete / Exterior Finish Complete 1,000 sq.ft.
Platform at all exterior doors Emergency egress below grade
Handrail 4 or more risers Gas Furnace shut-off within 30 ft.or within line
Guards at stairs, decks, patios more than 30 " of site
above grade Oil Furnace shut-off at entrance to furnace area
Guard at stairwell at 34" or more Furnace/Hot Water Heater operating
Guard at deck, porches 36 "or more Low water shut-off boiler
Handrail Termination at Newell Post or Wall Relief Valve(s) installed /Heat Trap/Water
Interior/Exterior Railings 34 "to 38 " Temp 110
Deck Bracing/ Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum
%2" Gypsum
Grade away from foundation 6 " with 10 feet Basement stairs closed rise+ 4 inches
6" clearance to sill plate Garage Floor Pitched
Gas Valve shut-off exposed /regulator 18"above
grade Garage fireproofing / /, hour fire door/door
closer
Interior privacy/trim /doors/ main entrance Gas Logs in Sealed or Glass Enclosure
36 "
Bathroom / Kitchen watertight Final Electrical; Energy Saving Light Bulbs 50%
Safety glazing/Window in stairwells safety Final Survey Plot Plan
glazing Arc Fault Breaker Habitable Spaces/Tamper
Interior Smoke Detectors/ Carbon Monoxide Proof Receptacles
Detectors Flex Gas Pipe Bonding
Every level: Every Bedroom: As Built Septic System / Sewer Dept. Inspection
Outside every bedroom area: Sticker
Inter Connected: Site Plan /Variance required
Battery backup: Flood Plain Certification, if required
Attic access 30" x 22"x 30" (height) in
Okay to issue Temporary/ Permanent
accessible area
Certificate of Occupancy OR
Crawl Spaces 18" x 24" access,1 sq. ft.-150 sq. Certificate of Compliance
ft. vents
Yes No N/A
Comments: 44
Town of Queensbury Building & Code Enforcement Office No. (518)761-8256
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart:/ pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: c/'
NAME: S PERMIT#: / t-/–% �l)
LOCATION: C7 UJ 6,1)u—ed PJ INSPECT ON:
TYPE OF STRUCTURE: iJ ce i
Comments
N ' N/A
Footings
Piers
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
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation 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.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/18/2013 2:44:00 PM
CONSTRUCTION:
ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS
OF THE INTERNATIONAL RESIDENTIAL BUILDING CODE
AND/OR LOCAL REQUIREMENTS.
NOTES:
- SEE DETAIL SHEET FOR CONNECTIONS
- LEDGER BOARD NEEDS TO BE LAGGED TO
THE EXISTING STRUCTURES RIM JOIST THAT
IS A MINIMUM OF 1-1/2" THICK.
- JOISTS SHALL NOT CANTILEVER MORE THAN
1/4 ITS SPAN
CONTINUOUS SO
BLOCKING
EXISTING SUNROOM
Z.
IT IS A VIOLATION OF LAW FOR MY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A IICEN.ED PROFESSIONAL ENGINEER, ARCHITECT, IPNDSCAPE
ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM 8EARING THE STAMP OF A UCENSED PROFESSIONAL IS ALTERED, THE ATTENDS
ENGINEER, ARCHITECT, WJOSCAPE ARCHITECT OR LAND SURVEYOR SHAU. STAMP THE DOCUMENT, AND INCLUDE THE NOTATION -ALTERED BY' FOLLOWED BY THEIR
SIGNATURE, THE DATE OF ALTERATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
EXISTING STRUCTURE
2x8 LEDGER
N
a
BEAM (2)2x10
SPAN 6.0' max.
CONCRETE FOOTING
6x6 POST (TYP.)
2x8 JOIST
16° O.C. ESI
A
6.00
i
—20.00
PLAN VIEW
3.00
TANG DECKING -g,00
ALL DIR. (TYP.) i
4' STAIRCASE I
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based
ith our comments$ examination,
a I npot benconstruled as
in
fulfil compliance) withatheSBuilding Codes of
New York State.
i"01M OF 04
Reviewed By
Date;
DESIGN PARAMETERS:
FOOTING - 12" DIA. CONCRETE PIERS
LUMBER IS PRESSURE TREATED
HARDWARE IS GALVANIZED OR EQUAL
POST SIZE - 6x6 (ANCHORED)
BEAM SIZE - (2) 2x10
JOIST SIZE - 2x8
DECKING - 5/4 x 6
BEAM SPAN - 6.0' MAX
JOIST SPAN - 9' MAX
JOIST SPACING - 16" O.C.
MAY 2 3 2014
TOWNUP1ilEENSBURY
BUILDING & CODES
NOTES:
- SEE DETAIL SHEET FOR CONNECTIONS
- LEDGER BOARD NEEDS TO BE LAGGED TO
THE EXISTING STRUCTURES RIM JOIST THAT
IS A MINIMUM OF 1-1/2" THICK.
- ALL WOODEN MEMBERS EXPOSED TO THE
WEATHER MUST BE TREATED.
- ELEVATED DECKS SHALL BE BRACED WITH 4x4 MEMBERS
ORIENTED PARALLEL TO THE BEAMS FROM THE POST TO BEAM
AT 45 DEGREE ANGLES CONNECTED WITH BOLTS OR APPROVED EQUAL.
TALLER POSTS REQUIRE LONGER AND MORE SUBSTANTIAL BRACING.
EXISTING
GRADE
i
*RAILING NOT SHOWN
SEE DETAIL SHEET
PT DECKING 5/46
1�1 & PT JOIST 2x8 @ 16" o.c. �Xj LEDGER BOARD N
(2)2x10 DROP BEAM
6x6 P.T. POST (TYP.)
Fli
4 -
(MIN)
1.00
IT IS A VIOLATION OF -kW FOR ANY PERSON, UNLESS THEY ME ACTING UNDER THE DIRECTION OF A LICENSED PRUFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE
ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A DCENSED PROFESSIONAL IS ALTERED, THE ALTERING
ENGINEER, ARCHNFECF, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT, AND INCLUDE I HE NOTATION -ALTERED BY- FOLLOWED BY THEIR
SIGNATURE. THE DATE OF ALTERATION. AND SPECIFIC DESCRIPTION OF THE ALTERATION.
CONTINUOUS SOLID
BLOCKING
BEAM BOLTED WITH (2)
1/2" DIA. CARRIAGE BOLTS
TO POST (TYP.)
q
(CONCRETE
FOOTING - 12" DIA.
a
N of
10.00
SECTION A -A
EXISTING STRUCTURE
GENERAL CONSTRUCTION NOTES:
DECK:
PT LUMBER
CIP CONC. FOOTINGS
RAILINGS / STAIRS:
PRESSURE TREATED LUMBER
GUARDS @ 36" HEIGHT MIN.
<4" BTWN & BELOW BALUSTERS / OPENINGS
2x10 STRINGERS (MIN.)
MIN. TREAD 9"
MAX RISER 8.25"
HANDRAIL HEIGHT 34"
HARDWARE:
ALL HARDWARE IS STAINLESS STEEL OR GAL.
SIMPSON STONG TIES OR EQUAL
FULL ROUND HEAD NAILS
GENERAL LEDGER NOTES:
REMOVE SIDING PRIOR
TO INSTALLATION
CONTINUOUS FLASHING
W/ DRIP EDGE
- LEDGER BOLTS SHALL BE 3/8" DIA. x 6" LONG
INSTALLED IN 1/4" PRE -DRILLED HOLES
PLACED 6" MAX. o.c. (STAGGERED PATTERN)
- LEDGER SAME DEPTH AS JOIST (OR DEEPER)
- THIS DECK CONNECTION DETAIL IS BASED ON
THE ASSUMPTION THAT A MIN. 1-1/2" THICK WOOD
MEMBER IS ADEQUATELY INSTALLED AT ALL EDGES
OF THE 2nd FLOOR DIAPHRAGM. IF ANY OTHER
MATERIAL IS USED, SUCH AS TJI JOISTS, AN ENGINEERED
DESIGN BY A LICENSED ENGINEER WILL BE REQUIRED.
IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THE
PRESENCE OF THE APPROPRIATE RIM JOIST OR TO
BUILD A FREE STANDING DECK.
I
t2-1/2!'dia, thru-bolls
wl washers
TYPICAL POST/ BEAM CONNECTIONS
-CARRIGE BOLTS OR RSS
pIl
TYPICAL LEDGER BOLT PATTERN
DECK JOIST
JOIST HANGER
(SIZED TO JOIST)
EXISTING STRUCTURE
1/2" DIA. x 6" LAG
SCREWS 6" o.c. or EQUAL
I
I
EXISTING 2x BAND JOIST
i
TEXISTING
', FOUNDATION
i
TYPICAL LEDGER DETAIL
- NOT TO SCALE
LEDGER TO CONCRETE
3'Min
Slaecmver
TYPICAL POST / FOUNDATION CONN.
• SIMPSON STRONG -TIE OR EQUAL
IT IS A VIOLATION OF LAW FOR MY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE
ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN MY WAY. IF AN ITEM BEARING THE STAMP OFA LICENSED PROFESSIONALIS ALTERED, THE ALTERING
ENGINEER. ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT. ANU INCLUDE THE NOTATION 'ALTERED BY -FOLLOWED BY THEIR
SIGNATURE, THE DATE OF ALTERATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
4" OPENING MAX.
32" MIN.
2x6 CAP
2x6 RAIL CAP
36" FROM DECKING MIN.
SPINDLES 4" MAX OPEN
4x4 POST (DO NOT NOTCH)
6' o.c. MAX
RIM / BAND JOIST
WITH 2 CARRIAGE BOLTS
& WASHERS THROUGH POST
& BLOCKING
4x4 POST
RIM / BAND JOIST
LANDING
RUNNER
OPEN TREAD - 9"
CLOSED TREAD -
9.75" to 10.25"
RISER 8.25" MAX.
STAIRS OVER 30" IN RISE
REQUIRE A CLOSED RISER
TYPICAL STAIR DETAIL
- NOT TO SCALE
2x4 POST GUARD
/ �4" GAP MAX.
5/46 DECKING
POST BLOCKING
PT BEAM
TYPICAL RAILING DETAIL
-NOT TO SCALE
_Tjy_T6" PORCH COLUMN
5/4x3.5" RAIL CAP
' 36" FROM DECKING MIN.
1x2.5" RAIL GUARD
(TYP.)
1x1 SPINDLES 4" MAX OPEN
I I
4" GAP MAX.
I � 5/4x6 DECKING
PT BEAM
ALTERNATE DECK RAILING DETAIL
-NOT TO SCALE
TYPICAL LEDGER BOLT PATTERN
DECK JOIST
JOIST HANGER
(SIZED TO JOIST)
EXISTING STRUCTURE
1/2" DIA. x 6" LAG
SCREWS 6" o.c. or EQUAL
I
I
EXISTING 2x BAND JOIST
i
TEXISTING
', FOUNDATION
i
TYPICAL LEDGER DETAIL
- NOT TO SCALE
LEDGER TO CONCRETE
3'Min
Slaecmver
TYPICAL POST / FOUNDATION CONN.
• SIMPSON STRONG -TIE OR EQUAL
IT IS A VIOLATION OF LAW FOR MY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE
ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN MY WAY. IF AN ITEM BEARING THE STAMP OFA LICENSED PROFESSIONALIS ALTERED, THE ALTERING
ENGINEER. ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT. ANU INCLUDE THE NOTATION 'ALTERED BY -FOLLOWED BY THEIR
SIGNATURE, THE DATE OF ALTERATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
4" OPENING MAX.
32" MIN.
2x6 CAP
2x6 RAIL CAP
36" FROM DECKING MIN.
SPINDLES 4" MAX OPEN
4x4 POST (DO NOT NOTCH)
6' o.c. MAX
RIM / BAND JOIST
WITH 2 CARRIAGE BOLTS
& WASHERS THROUGH POST
& BLOCKING
4x4 POST
RIM / BAND JOIST
LANDING
RUNNER
OPEN TREAD - 9"
CLOSED TREAD -
9.75" to 10.25"
RISER 8.25" MAX.
STAIRS OVER 30" IN RISE
REQUIRE A CLOSED RISER
TYPICAL STAIR DETAIL
- NOT TO SCALE
2x4 POST GUARD
/ �4" GAP MAX.
5/46 DECKING
POST BLOCKING
PT BEAM
TYPICAL RAILING DETAIL
-NOT TO SCALE
_Tjy_T6" PORCH COLUMN
5/4x3.5" RAIL CAP
' 36" FROM DECKING MIN.
1x2.5" RAIL GUARD
(TYP.)
1x1 SPINDLES 4" MAX OPEN
I I
4" GAP MAX.
I � 5/4x6 DECKING
PT BEAM
ALTERNATE DECK RAILING DETAIL
-NOT TO SCALE