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PRINCIPAL STRUCTURE:
APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO
REVIEW BEFORE ISSUANCE OFAA` VALID PERMIT FOR CONSTRUCTION. I
APPLICANT/BUILDER: 14) �!�Qt\ Nil-1 Ci cl (11 OWNER: g 0,1360- W RO it it�
.7g reid .��M z I C C4R- jj /1)k-,.
ADDRESS. � ADDRESS: � � I.Ut7oC
PHONE NOS. —19 1 So-7 v PHONE NOS. 7C1 Z e6 20/7/2-o65-3
CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 3(2-(cth 14)41(1b)'"'--` PHONE! 793 -5-23-)-1-
LOCATION OF PROPERTY:
Ce /214z72
o(� Jl3r1b jz ,, 79L$bzv
SUBDIVISION NAME: '7 -u 'C-(-4'L9° c
PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:
CHECK ALL THAT z
APPLY TO YOUR z O CC d C3 ow LL
PROJECT O Q 0 O C/) CO H_
I= W JO LL W Q a U
W ❑ LL O• z (7 I— O t LU-
z < < �� aLL m O� I-Li 0_2ea
SINGLE FAMILY
TWO-FAMILY
MULTI-FAMILY(NO. )
TOWNHOUSE
BUSINESS OFFICE
RETAIL-
MERCANTILE
FACTORY OR
INDUSTRIAL
ATTACHE / QQ� \ ' t i
GARAGE(D2.3) ���� ��.�IS\\`� 1"O `A `0
OTHER 0)01.1-201 / A b i 4 1.
KeL) wa,v,„: ad,,,6-, 350-cF
yvti Z 0-(GC
S r- d-z-i 6. 44 S F
IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS:
Do
ESTIMATED CONSTRUCTION COST:
HOW MANY FIREPLACE(S) AND/OR WOODSTOVES(S):
ZONING CATEGORY:` e\'\t�Q ARE THERE WETLANDS ON THIS SITE? id
IS THIS A HISTORIC SITE? 1"
PROPOSED USE OF BUILDING OR ADDITION: Ti 6. 54°1V350 S
ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? i 0
ARE THERE EASEMENTS ON PROPERTY? 1V
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.
1
I have read and -•gr=ito t' - -•
tA,
Signed /•,��
QUESTIONS? CALL 761-8256 OR EMAIL
VISIT OUR WEBSITE FOR MORE INFORMATION
This application / proposed action described Permission is hereby granted to the above
herein is found to be in accordance with the Applicant to er-- or alter the building described
zoning Laws of the Town of Queensbury. herein in acc• danIe with said Application:
it /Ii
ZONING APPROVAL DATE B 1 7/I ING . COD' ` 'PPROVAL DATE
TOWN OFQ UEENSBURY
Iwo 742 Bay Road, ueensb NY 12804-5902 (518) 761-8201
Community Development- Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number. P20060259 Date Issued: Thursday, February 08, 2007
This is to certify that work requested to be done as shown by Permit Number P20060259
has been completed.
Tax Map Number: 523400-296-009-0001-060-000-0000
Location: 8 CEDARWOOD Dr
Owner. ROBERT & DANA ROHNE
Applicant: ROBERT & DANA ROHNE
This structure may be occupied as a:
Garage Attached By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy 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.
q- -77-10 Sb/f 817 -
Foundation Inspection Report
Office No.(518)761-8256 Date Ins ction request received: 5--g -06
Queensbury Building&Code Enforcement Arrive: /p Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspecto 's' s:
NAME: / l.Qft . PERMIT#: (%
LOCATION: 6cd INSPECT ON: ( f
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings — —
Piers
Monolithic Slab
Reinforcement in Place 1j ,�,.�
The contractor is responsibl or
:1–(
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 12/20/2005 9:24:00 AM
L-1
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspectio rest received: 3/2.2/0
�i
Queensbury Building&Code Enforcement Arrive: dam/pm ) epart: amlpm
742 Bay Rd.,Queensbury,NY 12804 Inspector s itials: �/
NAME: i °//N PERMIT#: 0
LOCATION: _ e N4( to°up INSPECT ON: S�N.0
TYPE OF STRUCTURE:
Comments
Y 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 Dampproofmg
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
..krBackfill 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 12/20/2005 9:24:00 AM
/-3 /O/0b) z�-
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart:( l) am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials
e K.)
NAME: ( . r0/\Vl PERMIT#:
LOCATION: r' a r- �� � ., INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Attic Access 22"x 30" minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 V2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
chor--Ecoliss on center
Ice and water shiel 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 V2 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
s:,_ /Q . tiebidE3 bir/ ////10,4
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am/pm Depart: e ' "f am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: e,k_
NAME: /' --)
04 PERMIT #: r • `-
LOCATION: Ce rocLk.-1 . . INSPECT ON: !
TYPE OF STRUCTURE:
Y N N/A
Rough Plumbing / Nail Plates
Plumbing Vent / Vents in Place
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet / change of direction
Pressure Test
Drain / Vent
Air / Head
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping /
P.S.I f T\15 minutes
Insulation 'Residential Check / Commercial Check
Pro nt, Attic Vent
Duct / Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly / No duct tape
COMMENTS: R— \ . *-A-21/
1"-/k/L5C
R____ - ( G -- l 1/LA --
�`- --- t `� -
L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005
/0 Veal:WC:Y-16X `--/77/`�
Queensbury Building & Code Enforcement - Residential FinannsP ection
J. (518)761-8256Arrive: '4 _ am/pm epart• am/pm
inspection request received: _ Inspector's Initials:
NAME: f i ; PERMIT#:
LOCATION: rt)Ot J i DATE:
TYPE OF STRUCTURE:
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
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 sq.ft.-150 sq. ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sq. 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 Y2"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed pro rly
Gas Logs in Sealed or Glass closure
Final Electrical 1 �/ Q( C.(_#)
Final Survey Plot Pl
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification, if required
Okay to issue C/C or C/0 [Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_I00405.doc
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1107y"� IRON PPE
_�,,,,..���� .. FOUND
MAP REFERENCES ` O .00
1.Subdivision map untitled-7wtcwooa-,toad,by John B. M.RIEOEL I
Vont)...LS,doled May 70,190a '
2.Warm,County Toa Map foe the Town of Queensbury 0290.09.140. BK.927 PG.258 MAI'NOTES
Iron rod
i" ow I.Unauthorized nitration or addition to•survey snap bearing
•� •\ a Licensed Land Surveyor's seal is a violation of Section of 720".
N ..� \ Sub-Division 2 of the New York State Education Law.
6E
?i�� I~ 2.Only copies of the original of this survey narked with au origii.al
!
......i•'� •\, of the Land Surveyor's embourd seal shall be considered to be
.
.'•.�-• \ valid copies.
I •� J.PARLEY TRUST
' non pita \ 3.Adjoining laud owners aad boundary detail shown for buformaua
aa.td BK.1025 PG.124
\ ,1 4.Underground improvements or encrnachntrom,Le.wafer num as
ax,Ky1291'••.--..
other transmission lines,sewage systems,ale.If any,arc not show
0.Cf914'- \ •! 5.No abstract of tide or results of a tide search were furnished to it
• to ROBERT W.ROHNE ! 6.highway bounds not determined by this survey.
fft
' ' \ & \
7.Applicable zoning reslrietimns,tic.,not shown buena.
DANA LYNN ROHNE 10
IRON PIPE !0 y b.Subsurface and environmental conditions were not surveyed or.
FOUND ; \l or considered as part of this survey.
6: 16,500sq.ft. °\16
13.-\{, Agprvn
'\t: � ;O MO,Y
\I. Oil.
•
B .07 •!si? a •\.
\ ,T 9= \
•"'i illir&"
2-story
C� o-rro l,o,.e 16' ,\
ff /� .\�, Adm.s •
5. (� ;ria
i 1 \ fma d
u,N Or \ •\
I'V � '�nydmr
co� o
j
� .\ O ,..-..—.
\�""e".r S74 ole 1
0 omit
Irma rod
1 r�w� �..� M WODp oFWE
'�tiopt �EpARrozzp._ ' F N@ ROBERT W.ROkiNE
.J 'YYllt�,e.C4,-'9x DANA LYNN ROIINE
e F2:3r5' i
hat
CEDARWOODDRIVG QUGGNSDURI',NY
�,D TOPOGRAPHIC SURVEYS
MAP BOUNDARY SURVEYS
OF ./;7F-L.
THE LANDS OF ROBERT W.ROHNE&DANA LYNN ROHNE ) JOHN F. GRADY
t, LICENSED LAND SURVEYOR
IN THE TOWN OF QUEENSBURY,COUNTY OF WARREN,STATE OF NY. 206 BROADWAY.WHITEHALL,N.Y.
12687
N.Y.L.S.40136
N I
IM. 927
I BX.92]PG 258
y I
TT//IRON PWC FOUND
8 y N 74 02.06E 109.71' \
F I --IRDN ROD SET
I I
I I
I
I
I ROBERT W. ROHNE
I &
1 DANA LYNN ROHNE I
I 16.500 SQ. Fr. I
I
I I
I I
I
I
I I
IP _2— yI
Ig
6'CESPpOL(.
I
C h J CORNELL
• BR.945 PG 67 I 15
_ J FARLEY TRUST
I. 8 TAPTIC IP Bh 1025 PG 124
I" 15NN ' 18
I I ,y_6• NEW GARAGE 1u
I-29o7•^r----r---Z_ mo
1—
• I I I 18
- L • - _2'
I I .
.
I 16 22'- 4
I I 1
I EXISTING NOUSE I
I EXISTING GARAGE
I I I
I I
25 78• Z J T _.I
/ — 5.62' 1
L�-_ _ I I
I
I -1 I
I 'I WATER UNE i PAYED DRIVEWAY
_ Idir;EEDLEEPSV.LNE I
ANN110LEI•
I I IRON PIPE FOUND
1 Ix/
S 74'01'27'W 109.71'
IRON ROD SET O HYDRANTTITLE: DRAWN BY: J.W000
DATE: 2-5-06
ENG. BY:
CEDAR
DRIVE PLOT PLAN PROPERTY OF:
ROBERT&DANA RONNE
8 CEDARW00D ORNE
OUEENSBURY.N V. 12804