2015-206 a
o z a U
N r--i xt W ai
ti 0o
N O y
w A
, 0
CD
Cl) a� .c
yy ,�
00
c
w a 00 Q
C/ ° o o
p4,D. o d
a ' o Ln
r
L
4.4vud
.�
� � N
44 •• w o
a z � X300
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20150206 Application Number: A20150206
Tax Map No: 523400-278-019-0001-016-000-0000
Permission is hereby granted to: TODD R ENGWER
For property located at: 647 MOON HILL 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: TODD R ENGWER
647 MOON HILL Rd Deck
LAKE GEORGE,NY 12845 Torch $5, 00.00
Total Value $5,,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2015-206
3-season porch 256 s.f.
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 06,2016
(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 Tcrlieens9t4i o , my 06,2015
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ACCESSORY STRUCTURE APPLICATION Received
;
DATE Tax Map ID
Permit No. 2015- 2s0-L
TAX MAP ID jU;l 3 0 2015 Permit Fee
ZONING Rec Fee
�...�_
X TOWN OF QUEEN,
HISTORIC SITE Yes No
BUll r Aron Approvals
SUBDIVISION NAME Lot#
APPLICANT 10is.t P' Er•i uuS OWNER J4- e—
ADDRESS l';T-7 HA 0 Old ("1-i i ( ae' ADDRESS
la-c "o (\P-1 12 a YS
PHONE 51k -337 -02-13 PHONE
CONTRACTOR SI F COST OF CONSTRUCTION(ESTIMATED): $ JO O O
ADDRESS: BUILDING ADDRESS: 011 Ptc a4(t 12ttt 1,.61 " I (zaY-'
PHONE: -7
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE T� n� PHONE S'k-33
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
Boathouse 15'floor sq.ft. 2ntl floor sq.ft. Total sq.ft. Height
Boathouse with Sundeck
Deck
Detached Garage(#of cars_)
Dock
Pole Barn
Porch-open f
**Porch—3 season,Covered,Enclosed v 7 , / i22-" Com
Shed
Other Accessory Structure(s)
**Considered floor area&must comply with FAR (floor area ratio)requirements if located in the WR zone
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 &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 occucy.
I have read and agree to the above: Print Name: IDAD G�u�,: Date: (3i1IS'
Signature: Date: .03
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
Residential Final Inspection
Inspection request received �i 122-Z
Name -- t,j W : e---, Inspected on .Z
Location L Arrive am i pm
Permit No. Inspector's Initials
Type of Structure
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" V,
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 Wail 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
Y2'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/Y4 hour fire door/door
closer
Interior privacy/trim/doors/main entrance Gas Logs in Sealed or Glass Enclosure
36"
Bathroom i Kitchen watertight Final Electrical;Energy Savin¢1lght Bulbs 50%
Safety glazing i 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,l sq.ft.-150 sq. Certificate of Compliance
ft.vents
___tYes No NIA
Comments:
Town of Queensbury Building&Code Enforcement Office No.(518)761-8256
Town of Queensbury Building & Code Enforcement 3'3
Office No. (518) 761-8256 •
Framing I Firestopping Inspection Report
Inspection request received:
Name: Inspected on: /i�
Location: �Y� t �cvk�i,�/�� Arrive: amt/p.m.
Permit No.: 15 2 0 Inspector's Initials:•
TYPE OF STRUCTURE:
N NIA COMMENTS:
Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers
Truss Specification Provided
Bracing/Bridging /�
Joist hangers 1/ 1:4J0 4/,� P CiJ�� e
Jack Posts/Main Beams V
Exterior sheeting nailed properly „-^1 �` s�o,��
•
12"O.C. ��+�S
Headroom 6 ft. 8 in. �,�6i/ � r
i► e&ww
Stairwells 36 in.or more
Exterior Deck Bracing
Headroom 6 ft.8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 1/2(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 1/1
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''/2 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
Design Professional Sign-off, if required
Framing /Firestopping Inspection Report
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: jt(,,) am/pm Depart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
010
NAME: wQN PERMIT#: ?and 6n
LOCATION: 112i1- N1oe-n \W ?4 INSPECT ON: 2-°45
TYPE OF STRUCTURE:
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 12/9/2014
rE DIRECTION DISTANCE
L2 N 77'28'04 " W 14.91'
L3 N _ 76'53 -33 " W 102.57'
— L4 W _ 55.20 _
LS S 45'57'55" W 16.28'
L6 N 83'30'07" W 73.00'
L7 N 01'41 '30 " E 60.00 ' LANDS OF
L8 N 88'13'26" W 130.00'; LEVACK
__.
L9 N 14'08'13'' E 90.53LANDS OF
TAFT
S~ 815 24 F
373. ,20
LANDS OF 5�
MARTIN'DALE SOA
fw> LANDS OF a�
MARTINDALE p�
AREA
y 354 953 Sq. ft.
B 4 ae�r e>
•S 844'* 27'40 " E � �
704.51-
L8
09.51'L8
N
LANDS OF 500.00 '
BOMBARD ir M
LANDS OF LANDS OF
O
F,NGWER GARY & PATRICIA PICKETT
O
h C
ZU/ !� �,i.^. t { , . t.. ✓
7 e ti
OWN OE OUEE
N$BUhkECEIVED.
TOWN of aOE�
JUN 15 1992
BLDG. & CODE DEPT.
tonin
frninistrator
PEJ MI7-I'1CaTPLnN — T Es TODD
� 1 T� ,T�i
I HAVE PERSONALLY MEASURED THE DISTANCE /�O� / o / / L E 1 �1 �G TfIT �'c
FROM THE PROPERTY LINES TO THE �c 6 J�} l _i./
PROPOSED STRUCTURE(S) OR SIGN(S) Gl '� �" l J
SiG TGA E DATE ' 'Wl , ,;_ SEE^ ,E;,E" C�r'NTY �]� VrAF�KcN N
0 1 2015
ALL DIMENSI❑NS MUST BE FIELD VERIFIED
16
NOTES FROM
DESIGNER
STRUCTURE MUST
BE REVIEWED
AND APPROVED BY A LICENSED
TOWN OFQUEENSBURY
BUILDING DEPARTMENT
ENGINEER OR LOCAL BUILDING DEPARTMENT
BEGINS, DESIGNER IS NOT RESPONSIBLE
BEFORE CONSTRUCTION
FOR STRUCTURAL CALCULATIONS.
Based on our limited examination, compliance
ALL MEASURE TO
BE FIELD VERIFIED
ELEVATIONS MAY CHANGE BASED
with our comments shall riot be construed as
indicating the plans and specifications are of
full compliance with the Building Codes of
ON VERIFICATION.
PLAN OR CHANGE
IF THERE IS A
TO THE PLAN, BUILDER
CONFLICT WITH ANY PART OF THIS
OR HOME OWNER MUST CONTACT
New York State.F1❑
DESIGNER BEFORE
CONSTRUCTION
BEGINS, IF DESIGNER IS NOT NOTIFIED
HOME OWNER AND
BUILDER PROCEED
AT THEIR OWN RISK, ALL EXISTING
TOWN OF QUEENSBURY
SUPPORT AND DIMENSIONS
RESPONSIBLE FOR
TO BE
ALL BUILDING
FIELD VERIFIED, BUILDER IS
CODE COMPLIANCE AND PROPER
BUILDING & CO EPT.
INSTILLATION OF
ALL MATERIAL,
Reviewed By
Date:
FRAMING NOTES
existing bean support for floor
existing support
for floor
* ALL FRAMING LUMBER MUST BE #2 AND BETTER SPF KD
OR BETTER.
ALL SHEATHING MUST BE APA RATED
ALL STUDS, JOIST, & RAFTERS 16' D.C. UNLESS
OTHER WISE STATED. TRUSSES SPACED ACCORDING TO
MANUFACTURES SPECIFICATIONS.
BACK
ELEVATION
ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE
MUST BE TREATED.
HEADERS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS
WILL DOUBLE 2X10 WITH 1/2' PLY WOOD FILLER UNLESS STATED
OTHER WISE.
HEADERS WIDER THAN 610' WILL BE (3) 2X10 WITH 1/2'
FILLER UNLESS STATED OTHERWISE.
—F7
ALL OPENINGS WIDER THAN 410' MUST BE SUPPORTED
BY 2 JACK STUDS ON EACH SIDE.
B
E]
w EXTERIOR WALLS WILL BE 2X6 AND INTERIOR WALLS WILL BE
2X4 UNLESS STATED OTHERWISE.
w ALL SUPPORT COLUMNS MUST MAINTAIN SOLID BLOCKING TO
FOOTING OR FOUNDATION
SL
GENERAL NOTES
w GRADE MUST SLOPE 6" IN 10' FROM ALL SIDE OF BUILDING
x ALL BEDROOMS MUST HAVE AT LEAST ONE EGRESS OPENING
CLEAR OPENING 5.7 SQ. FT. ABOVE AND BELOW GRADE
CLEAR OPENING 5.0 SQ. FT. AT GRADE
MIN. 20' WIDE AND 24' HIGH
SAFETY GLASS TO BE PROVIDED IF
ONE PANE IS MORE THAN 9 SQ. FT.
GLASS IS 18" DR LESS FROM FLOOR
GLASS 1S WITHIN 5' OF TUB OR SHOWER OR STAIRS WELL
RIGHT ELEVATION
LEFT ELEV TI❑N
ICE AND WATER BARRIER COVERING 24' HORIZONTALLY FROM
16'
OUTSIDE EDGE OF EXTERIOR WALLS AND IN VALLEYS
ALL STAIRS SHALL HAVE CLOSED RISERS AND BE EQUIPPED WITH
edge of existing deck
IIII
IS'-1'
3'-9'
HANDRAIL PLACED 34' TO 38' ABOVE NOSING
� ALL EXTERIOR STEPS AND RAILINGS WILL BE DETERMINED
BY FINAL GRADE
IIIIIIII
footing 24x24 3 44 rebor eodi way, 12'
concrete pier aril 6x6 treated post
(support new roof tonrU
®
16'-Si'
triple box on
existing deck
IIII
'_6'
Fol
IIII
N
W
O I
scissors truss 24'
o.c 15' 7'-6'
14'-6E'
c pl 2x10 with
dx ybetween plys
full length of wall
Y1
7'_6•
W
O
6.6 post to support
new roof fond
F❑UNDATI❑N NOTES
� ALL CONCRETE MUST REACH 3000 PSI AT 28 DAYS
FOR SLABS WALLS.
)KALL FOOTINGS AND PIERS MUST BE ON UNDISTURBED
SOIL 48" BELOW GRADE OR BELOW LOCAL FROST DEPTH.
FOOTINGS AND PIER SIZE BASED ON 2000 PSF BARING
CAPACITY,
I
ALL PIER FOOTINGS WILL HAVE 3 PCS, OF #4 REBAR IN EACH
IIIIIIII
-3j'
£
N
<
N T-6'
DIRECTION.
BACK FILL SHALL NOT OCCUR BEFORE 28 DAYS OR FLOOR
SYSTEM IS IN PLACE.
—
F �
12' oncrete pier and
crcl asw 5-11 1/4
A21 FWG606e
crcl
A2I
w1/2' O ANCHOR BOLTS MUST MI PLACED 6' THE AND WITH IN
12" OF ANY CORNER AND A MIN. OF 7' IN THE WALL.
6ticeoted nggt
0
2 3 ply 2x10 -DY x
- -
/-)
9
I� Law lvJ
u i i�
�i�
U 1`'l 'L 1' 1)
u 2015
by
20'
TOW NOFOUEEN88i1
BUILDING
..... xerev
r TODD EDGWER 6
& CODES
rn
FOOTING PLAN
........,.__..,_,._.,,.,.,.........,.....` 1/41
647 MOON HILL RD, LAKE GEORGE Me
PLAN VIEW
PLAN VIEWS, ELEVATIONS 1 OF
2
GROUND
SNOW
LOAD
WIND
SEISMIC
DESIGN
CATEGORY
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
TEMP
ICE SHIELD
UNDERLAYMENT
REQUIRED
FLOOD
HAZARD'S
SPEED(mph)
WEATHERING
FROST LINE
DEPTH
TERMITE i
DECAY
60
90
C
Severe
48'
Slight to
Slight to
-10
24'
No
400
2
0.8
3.6
0.8
Moderate
Moderate
ASW 5-11 1/4
6'0' X 9'8 3/8'
400
ALL DIMENSI❑NS MUST BE FIELD VERIFIED
Window & Door Schedule
IF WINDOW SCHEDULE IS CHANGED VENT,LIGHT,AND EGRESS MUST BE RECALCULATED
400 SER. ANDERSEN WINDOWS WITH LOW -E & ARGON, DOORS THERMATRU
ROOM
UNIT
R.O.
SER.
QTY.
CLR. OPG,
LIGHT
VENT
U -FACTOR
THREE SEASON ROOM
TW210310
3'0 1/8' X 4'0 7/8'
400
4
4.5
8.3
4,5
.30
THREE SEASON ROOM
CTC1
A21
2'0 5/8 X 3'3 1/8'
400
2
0.8
3.6
0.8
.30
THREE SEASON ROOM
ASW 5-11 1/4
6'0' X 9'8 3/8'
400
1
14.7
23.8
14.7
.30
FWG6068
builder is responsible to verify quality and R.O. of all windows and doors
SECTIFIN
scissors trusses 24' o,c. %' osb,
2 rows of Ice & water, 1� lb. felt,
30 yr. shingles, and continuos
ridge vent
2x6 sub facsia, 6' alum. fascia
with continuos vented soffit
and proper vent
3 ply2x10 with Y2'
cdx between plys
full length of wall
2x4 16' o.c., 716 osb,
house wrap and siding
(full 8, stud wlt dbl,
plate top and bottom)
add 34' sub -floor
skrewed and glued
triple box on
existing deck
footing 24x24 3 #4 rebar
each way, 12' concrete
pier and 6x6 treated
post (support new roof
load)
NOSING NOT LESS THAN %'
OR MORE THAN 1 1a'
3
DESIGN LOADS
FIRST FLOOR LIVE LOAD ------- 40 PSF
NO MORE THAN A 6'
NO MORE THAN A 4'
SPHERE CAN PASS
6'
TREADS & RISERS
x ALL RISERS WILL BE CLOSED
■ RISER HEIGHT NO MORE THAN 8Ys'
x TREAD DEPTH NO LESS THAN 9'
ODD EDGWER
647 MOON HILL RD, LAKE GEORGE ^w
SECTION 1 2 OF 2