2004-766 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF - OCCUPANCY
Permit Number. P20040766 Date Issued: Thursday, November 29, 2007
This is to certify that work requested to be done as shown by Permit Number p20040766
has been completed.
Location: 4 GROUSE Cir
Tax Map Number. 523400-301-014-0001-006-000-0000
Owner. MACLANE HADDEN
Applicant: MACLANE HADDEN
This structure maybe occupied as a:
Residential Addition 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.
� j TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040766 Application Number: A20040766
Tax Map No: 523400-301-014-0001-006-000-0000
Permission is hereby granted to: MAC;T,ANF,T-TADEN
For property located at: 4 GROUSE Cif'
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: MACLANE HADDEN
4 GROUSE Cir Residential Addition $5,000.00
Total Value $5,000.00
QUEENSBURY, NY 12804
Contractor or Builders Name /Address Electrical Inspection Agency
Plans&Specifications
2004-766
286 SQ FT GARAGE ADDITION
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, October 13, 2005
(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 Quee , �ay, .October 13, 2004
SIGNED BYf r!! for the Town of Queensbury.
ry.
Director of Building&Code Enforcement
Building Permit Application
Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,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 $ a-
valid building permit. All applicants' spaces on this Roc.Fee Paid $
application trust be completed and must appear on the Reviewed By:
application form.
Applicant: Owner: �AGIArtti
Address: Address: �.
» ,Nj 12
Phone
Property Location:: Lot Number: �. I House Number. 4
p
Subdivision Name: =�_ Tax Map Number: 3-0
�o New Building. residence i commercial 'Estimated Market Value of Construction:$ _
±o' Addition: (&9ii> commercial If an Addition,what will use of new addition be?T�
to Alteration: residence! commercial .l LiP— q �(
o No change to exterior size: residence/com'1
j o Other work(describe
Check OccupancyWormation. V Floor r4 Floor other floor Total
Below sq:ft. sq.ft. sq.ft. Square Feat
O Er=gle gurdly dwelling
o Two family dwellin
o Townhouse
o Multifamily dwelling
#of units
o Office
o Momantile
o Manufacturing /
o 1 car detached ge
e 2 oar detached garage
0 3 car detached prage
i 1 oar attached garage e_?<< p, - g;z.Wire
o 2 oar attached garage
0 3 car attached garage
a- Storage building-
comtnercial
o Storage building
residential
o Wier
What is the proposed height of the structure feet inches
'Will any second hard or ungraded lumber be used? If so,.for what? /,V r oye—
Type of Heating System: electric/ oil /. gas!wood /forced hot air/ baseboard/other:
Number of Ftrenlaces to be installed _� Number of ppl�S&UM to be installed 0
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address, Phone Number
Builder
Plumber — rt�v•L�
(Mason 1 �'"��� s� .3 6/
Vacill3go : please sip below after you have carefully read the.statement:.
To the beat 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 promises 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 Ilwe shall
submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requestedby the Zoning
Administrator or Director of Building and Codes,an js Butlt Survey by a licensed surveyor;drawn to scale,showing actual
location of all new cons ction.
Signature: _ r - owner,owner's agent,architect,contractor
Framing / Firestopping Inspection Report
Office No. (518)761-8256 - Date Inspe tion request received:
Queensbury Building&Code Enforcement Arrive: :/- am/p Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: v-- PERMIT#:
LOCATION: I INSPECT ON: /f y7f—L`7
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Attic s 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 'h 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 % 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
c Queensbury Building & Code Enforcement - Residential Final spection
OfNe No. (518)761-8256 Arrive: /11 am/pm--.,,,,Depart: am/pm
Date Inspection request received: Inspector's Initials: �i,t
NAME: i PERMIT
LOCATION: G DATE:
TYPE OF STRUCTURE: '
Comments
/'
Building Number/Address visible from road Yes No N/A CL- /
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 G Yo
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: Batte backu :
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 Tern 110
Enclosed Stairs Sheetrock Underside minimum%z"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/a 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 Certificatio —i -rp uired
Okay to issue C/C qr C/O Temporary/Permanent] f
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection reque t received: ,
Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm.
742 Bay Rd.; Queensbury,NY 12804 Inspector's Initials.
NAME: � PERMIT#: n q'
LOCATION: LA INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y Nd NWA
ootings
Piers
Monolithic Slab
Reinforcement in Place f�
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this pu.Tose on site.
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 SIab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHcmingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
JUL-30-1997 13:17 FROM SARATOGA LUMBER TRADERS TO CCC-GF P.01
nwacx
i 4.3 240000 6 1200 iaoo CGF MOTE #M6797 i
5x5=
12
6 2X0 2x44/
F G
6-04-03 T
1
2
5x5= 5x5-
A C
BIL E 52 D B1L
3x4= 4X4= 3x4=
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o O
N O
TC + 12.00-00 12-00.00 ..
BC I 24-00-00
24-00-00
.Unisear -- Version 39.6.2 LOAD CASE 83 WIND FROM RIGHT PLATING CONFORMS TO TPI
RUN DATE! 7-30-97 LUMBER STRESS INCREASE: 33.34 VERIFY PLATE VALUES WITH
LOADING LIVE DEAD (PSF) ROSHINS ENGINEERING.
CSI SIZE LUMBER 1.1SPB TOP CHD 50.0 10.0 GRIP BASED ON 8YP/SPP LUMBER
TOP 0.84 2X 4 SP-02 1720 8TM CHD 0.0 1010 USING OROSS AREA TEST METHOD.
BTM 0.95 2X 4 SPF-#2 1510 TOTAL 50.0 20.0 70.0 PLATES - 20 GAUGE LOCK
WBS 0.49 2X 4 SPFS-STU 725 EXCEPTIONSt GRIPPIN0. 497-324 PSI PSR PAIR
REPETITIVE MEMBER STRESS USED. A-B -13.3N 10.0 INCLUDES 1S.OL INCREASE
B-C -9.3N 1v.0 TENSION 1165- 480 PLY PER PAIR
LATERAL BRACING% SUPPORT CRITERIA - SHEAR 744- 466 PLI PER FAIR
TOP CHORD CONTINUOUS JT TYPE )lORZ VERT WIDTH
BTM CHORD - CONTINUOUS LBS LBS IN-SX JT TYPE PLATE SIZE X Y
TRUSS SPACING - 24.0 IN. A PIN 59 140 5- e A 2001 3.00 x r•00 4.5 3.5
C HORZ RLR 0 218 5- 8 8 3010 5.00 X 5.00 CTR CTR
LOAD CASE 01 C 2001 5.00 X 5.00 4.5 3.5
LUMBER STRESS INCREASE: 15-OW LOAD CASE 04 WIND // RIDGE 9 1010 3.00 x 4-00 1.6 1.5
LOADING LIVE DEAp (PSF) LUMBER STRBSS INCREASE% 33.3% B 10.10 2.00 N 4,00 2.4 1.$
TOP CHD 50.0 10.0 LOADING LIVE DEAD (PSF) V 1001 2.00 X 4.00 CTR CTt
BTM CHD 0.0 .10.0 TOP CHD 50.0 10.0 0 1001 2.00 X 4.09 CTR CTR
TOTAL 50-;"fJ'b.., 20.0 70.0 BTM CHD 0.0 10-0 83 1100 4.00 X 4.00 CTR 0.0
SUPPORT-CRITERIA, TOTAL $0.0 20.0 70.0
JT TYPE HORZ VERT WIDTH EXCEPTIONS: NOTES:
.•,LBS LSE, IN-Sx A-B -13.3N 1v.o 1. TRUSSES MANUPACTURVD BY -
A PIN 0 - 1615 5- 8 B-C -13:3N 10.0 SARATOGA LmRrm T.MDERS
C HORZ RLR 0" 16i5 5- B SUPPORT CRITERIA 2. ANALYSIS CONFORMS TO
JT TYPE HORZ VERT WIDTH BOCA (TPI--85 Fe NDS-91).
LOAD CASS #2 WIND FROM LEFT LBS LBS IN-SX 3. WIND LOADS - MiSI/ASCE 7-80
LUMBER STRESS INCREASE:.33-.3i A PIN -0- 152, $- 8- TRUSS 16 03SION➢SD A$ A
LOADING LIVE -DEAD (PSF) C /,HOORZ RLR 0 152 ..5- a MAIN WIND-FORCE RES SYSTEM
TOP CUD 50.0 10.0 ---- IWIND SPEED - 70 XPR
BTM CHD 0.0 10.0 _ .\--LEFT _RIGHT MEAN ROOF HEIGHT - 25'
TOTAL 50.0 20.0 70.0 HEEL O,IN - 46)( - OIN - 48X EXPOSURE CATEGORY - C
EXCEPTIONS- r OCCUPANCY CATSOORY - 1
A-B -9.3N 10.0 MEMBER FORCES (LBS)_ -_ OCRA14LINE DIST - 100 MILES
B-C -13.3N 10.0 G'-- �+ � .-TOP CHORDS_
SUPPORT CRITERIA f A-F - 2661 C cF-w.H - ,-2300 C ;
JT TYPE HORZ VERT WIDTH B-G . 2300 C G-C -- 2661 C
LBS LBS IN-Sx BOTTOM CHORDS
A PIN;_- -=59 219 5- 8 A-E 2300 T S�-Sl = 1622 T
C HORZ RLR 0 ISO 5- 8 61-D = 1621 T D-C - 2309 T
WEBS
F-B = G22 C E-B - 912 T
B-D - � 812 T D-G - 622 C
DL+LL�DEFL ^ 0.33• IN B-G
LL DEFL'- 0.14• c BRG-SPAN/360
SPAN/DEFL (DL+LL) - 867
i
Fes" Ail T.F--V
TOTAL P-01
LOT 27
S63;j�
h
1 n•
Off. * 3.
of
LOT 26
20,460.68 sq. ft.
\� P
0
•
LOT 25
C
&tof NEB`
NOTE: a
MAP MADE TO SHOW THE LOCATION OF EXISTING
HOUSE AND PROPOSED GARAGE ADDITION ONLY,
OTHER IMPROVEMENTS MAY EXIST.
w