2002-805 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: P20020805 Date Issued: Wednesday, January 08,2003
This is to certify that work requested to be done as shown by Permit Number P20020805
has been completed.
Tax Map Number: 523400-315.006-0002-058-000-0000
Location: 3 GOLDFINCH Rd
Owner: MICHAEL GREENWOOD
Applicant: MICHAEL GREENWOOD
This structure may be occupied as a:
By Order of Town Board
Garage- I Car Detached TOWN OF QUEENSBURX
Director of Building&Code Enforcem nt
TOWN OF QUEENSBURY
742.Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20020805 Application Number: A20020805_
.Tax Map No: 523400-315-006-0002-058-000-0000
Permission is hereby granted to: MTCNAFL GRF,F,NWOOD
For property located at: 3 GOLDFINCH 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. Tie of Construction Value
Owner Address: MICHAEL GREENWOOD
3 GOLDFINCH Rd Garage- 1 Car Detached 4,000.00
Total Value 4,000.00
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2002-805
Construction of a 432 sq ft detached one car garage per plot plan and
specifications.
$43.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 27,2003
(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 Tow of Q nsb , F I a Se tember 27,2002 r
AI
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement 4,�
Building Permit Application
Town of Queensbury-Dept of Community Developnfent,742 Bay Road, Quedrisbury,NY
(518)761-8256
A permit must be obtained before beginning construction. Permit File No.
No inspection will be made until applicant has received a Fee Paid
valid building permit. All applicants' spaces on this Rec. Fee Paid
application must be completed and must appear on the
Reviewed By:
application form.
Applicant:_M;Ire- J Owner: 'S o-vyN c-
Address: -3 Address:
Phone#( S-1 t) 7q. q z-t'l Phone# -744
Email Address: M,-ee- 6,-&L-7aA01 .-Cam Email Address:
Property Location: Lot Number: House Number
Subdivision Name: Tax Map Number: 'S 15- 2.-6-F
X New Building: (residence'/-1ommercial Estimated Market Value of Construction: $ 14., 0
L3 Addition: residence/ commercial
u Alteration: residence/ commercial If an Addition,what will use of new addition be?
C1 No change to exterior size: residence com'l
C3 Other work(describe
Check Occupancylnformation I"Floor 2 Id Floor Other floor Total
Below sq.ft. sq.ft. sq.ft. Square Feet
U Single family dwelling
0 -Two family dwelling
u Townhouse
0 Multifamily dwelling
#of units
U Office
0 Mercantile
u Manufacturing
e'- 1 car detached garage
U —car detached garage
-La 3 car detached garage
o 1 car attached garage
u 2 car attached garage
u 3 car attached garage,
U Storage building-
commercial
L3 Storage building-
residential
0 Other
What is the proposed height of the structure feet O inches
Will any second-hand or ungraded lumber be used? If so,for what?
Type of Heating System: electric/ oil / gas/wood /forced hot air baseboard 1 othet* tj
Number of Fireplaces to be installed Number of Moodsloves to be installed C)
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address Phone Number
Builder S,---( P
Plumber 99=!F- "A
Mason
Electrician
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. 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 Survey by a licensed surveyor;drawn to scale,showing actual
location of all/new construction.
Signature: owner,owner's agent,architect,contractor
Project Name: BP#
Address: OICO I
Building Pen-nit Submission
S44faffdy duelling
Tu o fia rrdy du a 4 UT
Checklist
All items below must be checked either yes,no or not applicable prior to submission of any building
permit to the Town of Queensbury Building Department. If any of the below items are lacking,the permit
will not be accepted until such time as the application is deemed complete for submission.
1. Building Permit Application Completed ... ... ... ... ...... ... ... ... ...... ... . s F1 no F1 n/a
2. Energy Form or CheckMate Energy Code Compliance Forms Complete.. [:]yes ❑no [:1 n/a
3. Energy Code Inspector's Report from CheckMate Program.. ... ... ... ..... F1 yes E]no EJ n/a
4. Septic application completely filled out(if applicable)...... ...... ... ... ...... n yes n no F1 n/a
5. Solid Fuel Burning or Gas Appliance Form... ... ... ......... ... ... ......... ... .[-]yes [-]no [-]n/a
6. Electrical Inspection Form... ... ... ...... ... ... ... ... ......... ... ... ............. .. nyes [:]no E]n/a
7. Two (2) complete sets of structural drawings... .. ... ......... ... ... ... ... ... ... . Ono nn/a
a) floor plan;b) foundation plan;c) cross sections:d)elevations;
e) window and door schedule
8. Two (2) site plans showing location of the structure to be bat, ... :........ S r1no nn/a
location of well or water lines,location of septic system or sewer line.
9. Setbacks from property lines to new structure ... ... ... ...... ... ... ...... ..... E]yes [:]no E]n/a
10. Setbacks to neighboring wells and septic system,including onsite Flyes nno nn/a
and septic systems (if applicable)
11. DrivewayPermit... ... ......... ... ... ... ......... ... ... ......... ... ... ... ...... ... E]yes E]no. Eln/a
Date:
Staff Initial:
L:\Suel-lemingway\BuAding.Pern3it.FORMS\Generic Cheddkdoc
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RESIDENTIAL FINAL INSPECTION REPORT
Office No.(518)761-8256 Date inspection request receiveds�—,7,b 3
Building&Code Enforcement�
Dept,of Community Development Arrive am/pm llepa "� =�m/
Town of Queensbury Inspector's hutials MjY�/
742 Bay Road
Queensbury,New York 12804
NAME '' _C) PERMIT# %:�,2�
LOCATION ' DA
TYPE OF STRUC
N/A YES NO COMMENTS
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake _
Plumb Vent through roof _
Roof Complete
Exterior Finish CompleteC,�g
Interior/Exterior Railings 30"to 36" t�
Exterior Handrails,balconies,landing 18 in.or more
Interior Handrails stairs both sides 3 or more risers
Grade 2%away from foundation
8"clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above 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
Relief Valve(s)installed
Headroom,6 ft.6 in.on stairs
Basement stairs,6 ft.4 in.
Handrail exterior stairs both sides more than 3 risers
Interior privacy/tiim/doors/main entrance 36"
Floor Finish
Bathroom/Kitchen watertight
Interior Handrails Balconies/Landing 18 in.or more
Railing across window in stairwells
Smoke Detectors:
every level
every bedroom
outside every bedroom
inter connected
Bathroom fans
Plumbing fixtures
Foundation insulation
3/4 hour fire door/door closer
Garage fireproofing
Garage penetrations sealed
Furnace in separate room protected(in garage)
Light ventilation per room
Safety glazing 18"or less from floor
Final Electrical
Site Plan/Variance required
Final Survey Plot Plan
As Built Septic System layout required
Okay to issue C/C(Certif.of Compliance)
Okay to issue temp.C/O(Certi£of Occupancy)_
Okay to issue permanent C/O(Certif.of Occupancy)
Ofwe Use
.GENERAL INSPECTION REPORT Inspector:
Town o ueensbu Ready at time:.
f Q �'
.Dept. of Community.Development Request received: 1'r' �-�' Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE �, am/ E T am/ Notes:
(518) 761-8256 Inspector's Ini ` Is ,
NAME: .f;Juv PERMIT
LOCATION: 1 INSPECT ON(date):
TYPE OF STRUCTURE:-
RECHECK.
N/A i YES i NO COMMENTS
Footings/Piers 2,
Monolithic Pour Form � l�-~�- ' (r-2— �
Reinforcement in Place
The contractor is responsible for
providing protection fY•om freezing
for 48 hours following the placement
of the concrete.
l� --
Materials for this purpose on site
ToundationValipour
Reinforcement in Place
Foundation/D amppro offing
Backfill Approval
Plumbing Under Slab
Plumbing Vent/Vents in Place
Rough Plumbing
Heating Rough-in
Insulation
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R- i
Ceiling R-
Duct work or piping in
unheated spaces R-
P Vent,Attic Vent
Fra
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping
L:\SueHemingway\Building.Codes.Inspection.FORMSIGENERAL INSPECTION REPORT.doe
Office Use
GENERAL INSPEiCTION REPORT Inspector:
Ready at time:
Town of Queensbuiy
Dept. of Community Development Request received:
Meet:
Building& Code Enforcement At time:
742 Bay Road
Queensbury, NY 12804 ARRIVE am/pm: DEPJRTA&�mlpm Notes:
(518) 761-8256 Inspector's Initials �42�
NAME: PERMIT#
LOCATION: U { INSPECT ON(date):
TYPE OF STRUCTURE: &
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place -Z— 74
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/Damppro offing
_
Backfill Approval
Plumbing Under Slab
Plumbing Vent/Vents in Place
Rough Plumbing-_
Heating Rough-In
Insulation
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent,Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging_
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping_
L:\SueHemingway�Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORTAOC
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3aed on our limited examination, «" y QUEc,NS,URY
com fiance with our. ..comments-- shall ,
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plans and specifications are to full REVIEWED Y
compliance vAth the code. .8
DATE
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209oz 3-01-02 1a-03.Oe 3-a1-a2 2090E
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OniSGar - version, 30.7.1 D-G -1.9N 10.E tiEMBR CSI• P(L8S) M025T Mm2ND
RUN DATE: 2.25-99 - SUPPORT CRITERIA TOP CHORDS
JT TYPE HORZ VERT RIDTH A-M -17 2944 C 0. 0
CSI SIZE LUMBER 1.1SF8 Las LBS- IN-SX- -M-B rCS 2979 C 0 2471?
TOP es ZX 8 SA-SS 2650 -•A PIN 224 784.. s- B; H-C .65 1987 C-24717-24040
BTM• 44 2X 8 SP-SS 2SSO G: HORZ RLR 0 H45 5- 8'. C-D .04 733 T 15037 0
.
WBS 76 2X .4 SPFS-STV 725 -D-E .64 733 •T 0.15937
BXCSPTIONS:' ' LOAD CASfi #4 WIND // RIDGE. E-F .65 Z997 C '24D49 Z4717
A-M' ZX 8 E AS 1300. LUMBER STRESS TNCREASS:.33.39. F-N .65 2979 C-24717 0
N-G A-L L-Sl SAME AS A-M .LOADING LIVE DEAD (PSF) N.C. 17 2944 C D 0
SV; X-0 SAME: AS`A-M TOP CHO 50-0 10.0 BOTTOM CHORDS
C 2X 4 SPF-#2 15113 . BTM CHO 0 O A-L 64 235E T a 5908 ..
r7-E SAME AS C-.T TOTAL 50.0 2o.o 70.0 L-52 .64 2396 T -5909w 0
REPETITIVE MEMBER STRESS USED. EXCEPTIONS: SZ-I 48 285E T O -95a6
I-H 40.0 10.0 I-H .50 Z094 T . 9526 =9526
LATERAL.BRACINO. CAE .0 10.0 H-52' .49 2356 T 9526 D
TOP CHORD - CONTINU005 A-D • -13.3N 10.0 S2-K . .64 2356 .T D 590E
BTM CHORD - CONTINUOUS D-C -13.3N .10.01 R-3 .64. 235.6'T -5909 O
TRUSS SPACING - 24.0 Its. SUPPORT-CRITERIA ` • NEHS
JT TYPE HORZ VERT WIDTH L-M 1043 C M-I . 720 C
LOAD CASE 01 IRS LBS IN-SX T-B 1257 T C-J ... 319P C
LUMBER-STRESS INCREASE: Zs.O+ A PIN a 677 $- 8 J-D - 1D1 T ,T•E 3290 C
LOADING LIVE DEAD (PSF) G BORE RL& 0, 677 '5. 8 H-E' ... 1257 T B-N. 720 C
TOP CHO S0,0 10'.0 •` K-N . 1043 C '
BTM .CHO .0 10.0 LOAD CASE #5 UNONLANCED LOAD,
TOTAL 90.0 .20,0 70.a LUMBER STRESS INCREASE: 15.Rk DL+LL DEFL - .62" IN I-H
EXCEPTIONS; LOADING LIVE DEAD (P8F) ' LL DEFL.- 49" K BRG-SP1N/360
I�H........ ....4D..0.,...a..._.10 0 TOP.-.CHO... .50..0_.,...,.1.0..0. .._DL.LL=-HOR2..... _2P"--AT_E._._...__:_..._._.. ......,_.. .... . .
C-E a- 10,0 BTM CHO N/VKFZ, (DL+
.0 10.D SPALL1 �, 464
SUPPORT CRITERIA TOTAL 50'.0 20.0 70.0 '
-JT-REACT .WIDTH JT REACT WIDTH EXCEPTIONS: ' PLATING CONFORMS TO TIT
Las IN-SX Los IN-Sx I-H 40-0 10.0 VERIFY PLATS VAUUE$ WITH
A 2141 5- 8 G 2141 5-•6 C-E .0 10.0 RUBBING ZKOINBERING.
A-D 30.0 10.0 GRIP BASED OR SYP/SPF LUMBER
LOAD CASL #2 WIND FROM LEFT D-@ 0 Iola USING GROSS AREA TEST METHOD
LUMBER STRESS INCREASE: 33.3t SUPPORT_ CRITERIA PLATES.- 20 GAUGE LOCK _
LOADING LIVE . DEAD (PIS) JT TYPE HORZ VERT WIDTH GRIPPING 497-213 PSI PER PAIR
TOP CHD 50.0 10.0 LBS LBS IN-SX. INCLUDES 15.04 INCREASE -
HTM CHD D 19.0 A PIN 0 1S5$_ 5- A TENSION 1309- 490 PLI PER FAIR
TOTAL 50.0 20,0 70,0 6 BORE RLR D ZZ70 3- 'a SHEAR 762- 498 PLI'PER PAIR
EXCEPTIONS;
I-H 40.0 10.0 LOAD CASE 96 UNBALANCED LOAD JT TYPE PLATE SIZE X Y
C-E .0 1D.0 LUMBER STRESS INCREASE, iS.at A 2001 6:00 X 9.00 - 7.7 9.5
A-D -1.5N 10.0 LOADING LIVE DEAD (PRE`) B tu% 3_00 X 6..00 CTR CTR
O-G -13.31T 10,0 TOP CUP 50.0 10.0 C 1001 4.Do x 6.00 CTR CTR
SUPPORT CRITERIA BTK CEO II .0, 10.0 D 3001R 4.00 X 6.OD -3.6 CTR •
JT' TYPE HORZ VERT WIDTH TOTAL 190.0. 20.0 70.0 E 1901 4.00 X 6.00- CTR- 'CTR
LES LDS IN-SS EXCEPTIONS: F 1001 , 3.00.x 6.o0 CTR CTR-
A' PIN -224 845 5- A i-H 40.0 10.0 0 z00% 9.00 X 6.00 7-7 6,5•
G GORE RLR 0 784 5- 8 C-E .0 Iola
H 1030 4:00 Y. 6.00 2.5 2.5
A-0 .0 Iola I 1030 4.00 x 6.00 3.5 2.5
LOAD CASE 93 WIND FROM RIGHT D-G 50.0 t0.0 J 1001 7.00 X 4.00 CTR CTR
LUMBER STRESS INCREASE; 33.3t SUPPORT CRITERIA K lout 2.00 X'6,00 3.0 . 1.a
LOADING LIVE DEAD (p9r) XT :YPE Hong VERT WIDTH L 1001, 2,00 X 3.00 3.0 1,a
TOP CHO $0.0 10.0 LBS LOS IN-89' M 1150 7.00 X 8.00 _CTR 5.3
BTM CHO .0 10.0 A PIN' 0 1270 5- 0 N 1150 7.02 X 0�.Do CTR 5.5
TOTAL 50.0 20.0 70.0 '0 HORZ •RLR 0 .lASA S. 8 81 1100 7.00 X 8,00 CTR :1•
EXCEPTIONS: s2 1100 . 7.00 X 8.00 CTR .Z
I-H 40.0 10.0 &EFT RIGHT
C-E .0 10.0 '^^r 0IN - 48X oil; - 48X S. PLATE IS ROTATED BY 90 090
A-D -13.3N 10.0 FE9 E 1998'