2009-389 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
E II IFICATE OF OCCUP-A-N- C. Y
Permit Number. P20090389 .Date Issued: Tuesday, November 03, 2009
This is to certify that work requested to be done as shown by Permit Number P20090389
has been completed.
Location: 7 PHILLIPS Ave
Tax Map Number: 523400-303-020-0001-044-000-0000
Owner. MARK PETRIE
k �Yia Number. 523400-303-020-0001-044-000-0000
plica � CARL MATTISON
Owner: CARL MATTISON
This structure may be occupied as a:
Garage Detached 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.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20090389 .Application Number. A20090389
Tax Map No: 523400-303-020-0001-044-000-0000
Permission is hereby granted to: CARL MATTISON
For property located at: 7 PHILLIPS Ave
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: CARL MATTISON Garage Detached $23,000.00
7 PHILLIPS Ave Total value $23,000.00
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2009-389
GARAGE - 576 sq ft 1 st floor 288 sq ft 2nd floor
$86.40 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,August 25,2010
(If a longer period is required,an application for an extension mast be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the To eens ry;� ,T e ay,August 25, 2009
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
07j CE USE ONLY
ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION
Use this application for any structure other than the Principal Structure(house)to include, but not limited to:
garage, shed,greenhouse,dock,deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION I$SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT.
OWNER: CaN MaftDrl INSTALLER/BUILDER: Randy Nicholson
ADDRESS: 7 Phillips Ave Queensbury Ny, 12804 ADDRESS: 87 Clothier Rd Corinth, NY 12822
PHONE Nos" (518)744-1919 PHONE NOS. (518)955-0415
LOCATION OF PROPERTY: 7 Phillips Ave SUBDIVISION NAME: N/A
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 7 Phillips Ave
ESTIMATED COST OF CONSTRUCTION: $ 23,000 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? NO
IF YES,PLEASE UST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Randy Nicholson PHONE (51$)955-0415
PROPOSED CONSTRUCTION 1�FLOOR 2"D FLOOR TOTAL PROPOSED HEIGHT
$4 FT. $Q.FT SQ.FT. FT $IN
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH*
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
r
DETACHED GARAGE(NO.OF CARS. 576 288
OTHER ACCESSORY STRUCTURE:
*CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR(FLOOR AREA RATIO]REQUIREMENTS IF THE STRUCTURE IS LOCATED IN
THE WATERFRONT RESIDENTIAL ZONE.
To the best of my knowledge,the statements contained in the 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 Codes,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, %"QUESTIONS? CALL 7611-8256 OR EMAIL
showing actojbcation of all new construction. codesiueerasYasry,ni t
I have r/p fariid agree to the above. VISIT OUR WE631TE FOR MORE INFORMATION;
VatFaw.trueensbUry.nct `
Sign --"''/ �'�Z--__.____---•� Dated:
Name/Title(Printed)
Y ,
Spare 5
I -
' believe 1 sa
t
I
E
�JOrzGimC tit l 1, 1
4s nGF
i I r c
9
I
s
� { E
i
--
� �w 5300av n'IC51;.. � a
o
0
91�
_
ion
—�_ - — -___—_----- -
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depa�am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: Lz�
—So
NAME: f 1 i — PERMIT#:
c/73
LOCATION: S INSPECT ON:
TYPE OF STRUCTURE: -c - - ---_
Co,mments
Y N N/A
Footings
Monolithic Slab
lace
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 OF
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.
U\Building&Codes Farms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc
Last prim! 12/20/2005 9:24:00 AM
Queensbury Building & Code Enforcement - Residenti Final inspection
Office No. (518) 761-8256 Arrive: am/pm Depart:�arn/prn
Date Inspection request received: inspector's Initials:
NAME: I PERMIT#:
LOCATION: DATE:
TYPE OF STRUCTURE:
Comme b;
yA No, N/
4° Building Number Address visible from road (n't
-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 _
Handrail 4 or more risers _
Guards at stairs deckspatios 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
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off ex sec/regulator 18 inches above 9ELd2
Interior privacy I trim/doors/main entrance 36 inches
Bathroom/Kitchen waterfi ht
Safety glazing/Window in stairwells"fety glazing
interior Smoke Detectors I Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches e' ht in accessible area
Crawl Spaces 18 inch x 24 inch access 1 2g.ft.-150 N.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation/insulation Certification
Floor truss draft stopping finished basement 1,000 s .ft. „ t!
Emergency ress below qMte
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Ira Water Temp 110
Enclosed Stairs Sheetrock Underside minimum"A"G sum
Basement stairs dosed rise>4 inches
Garage Floor Pitched
Garage f m roofl /%hour fire door/door closer
Duct worts Sealed properly
Gas Logo in Sealed or Glass Enclosure
Final ElechiCal _
Final Survey Plot Plan
Are Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
As Built is System/Sewer Dept. Inspection Sticker 71
Site Plan Plan /Variance required !�
Flood Plain Certification if required
Okq to issue C/C or C 10 Temporary/Permanent
r
L:\Building&Codes Forms\Building&Codes\lnspection FormsiResidentiai Final inspection Fomz_revised_100405.doc;Revised
January 7,2008;Revised W6/08
C )(2)
Job:ST0006-85MSMark: 2492RAT Quantity: 1 Type: AT12 Span: 20j P1-H1: 9 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1
U# J#STOCK2006-85MSR STO 2006- R
JOINT LOCATION ALL PLATES CENTERED Cal SIZE LUMBER Rra- truss as follows: MAXIMUM REACTIONS: Common Truss NOTES:
JT X-LOC JT X-LOC ON JOINTS EXCEPT: TOP 0.81 2x 8 SP-#2 O.C. From To JT REACT ACT WTI) REQ WID Loadcase #1 Trusses Manufactured by:
A -12- 0- 0 S4 9- 5- 0 JT PLATE SIZE X Y STM 0.67 2x 8 SP-#2 TC Cont. 0- 0- 0 24- 0- 0 LES IN-SX IN-SX Total Design Loads SARATOGA LUMBER TRADERS
S3 -9- 5- 0 G 12- 0- 0 #L 7.00x 8,00 -0.51 0.68 WES 0.36 2. 4 SPF-#2 BC Cont. 0- 0- 0 24- 0- 0 A 2549 3- 8 3- 0 plf - Live Dead From To Analysis Conforms T.:
L -9- 2-13 M 9- 2-13 #B 3.00x 6.00 -0.25 1.03 EXCEPTIONS: hz -343 TC V 89 20 0.0 6.0 ANSI/TPI 95 & 02
it 1-12 S2 s- 0- 0 #C 4.00x 6.00 -1.04 CNTR TIM 2. 8 SP-SS G 2549 3- 8 3- 0 TC V 89 34 6.0 10.1 OB Loading
C -1-10-11 H 6- 1-12 #E 4.00x 6.00 1.04 CNTR T2U SAME AS TIU hz = 343 TC V 89 20 10.1 12.0 Soffit psf 2.0
1) 0 I -6- 1-12 #P 3.00x 6.00 0.25 1.03 BIM 2. 8 SP-SS TC V 89 20 12.0 13.9 Provide conn ection to bearing
E 1-10-11 S1 -e- 0- 0 #N 7.00x 8.00 0,51 0.68 TL Defl -0.63" in I -H L/446 TC V 89 34 13.9 18.0 for 343Lb. Boris Reaction
F 6- 1-12 K -9 1- 2- 3 #B 4.00x 9.00 CNTR-0.63 TC Fb-I.15 Fc=1.10 Ft--1.10 LL Defl -0.40" in I -E L/707 TC V 69 20 18.0 24.0 Design checked for 10 paf non-
N 9- 2-13 J 0 #I 4.00x 9.00 CNTR-0.63 BC Fb=1.10 Fc=1.10 Ft=1.10 Shear // Grain in B -C 0.77 Be V 0 20 0.0 6.0 concurxent LL on BC.
BC V 6o 40 6.0 10.0 Prevent truss rotation at all
BC V 0 20 18.0 24.0 bearing location..
WB V 0 14 C E NOTE: USER MODIFIED PLATES
WB S 0 14 B I This design may have plate.
Wa S 0 14 F H selected through a Plate
+ 4 Wind Load Cases nitor.
+ 2 Unbal. Load Case. Wind Loads -ANSI /ASCE 7-98
Truss is designed as a Main
Wind-Sorce Resistance Sy.tem.
Wind Speed: 90 mph
Mean Roof Height: 25-0
6x6= Exposure Category: C
$O 9-5 HO 9-5 occupancy Factor : 1.00
HH 4 D HH 4 Building TYP.: Enclosed
Zone location: Exterior
#4x6- #4x6- TC Deane Load 6.0 paf
BC Dead Load 6.0 psf
C 4 E Roof Snow Load per ASCE 7-98
Ground Snow Load= 85.0 psf
Rain Load = 0.0 psf
mp Iortance Factor 1.0
3 J Thermal Factor 1.0
Exposure Factor 0.9
TCD 2x411
9 TCU Balanced Load Factor 0.5
Unbalanced Load Factor 1.7
43x611 #3x611 Unbalanced Load: Checked
H F Load Factors 1.67 and 0.00
10-6-1 Max comp. force 3152 Lb.
Quality Control Factor 1.25
v
9-9-5 '
0
#7x8 i #7x8,
w o
3PL L N SPL
F+
TCL o Truss Design Engineer,Thomas A.Albani
4x6- 5 9 5 4x6 License# 077357-1
A - - Address:�.0.Box 280055,Tampa,FL 33682
9 12- 0- 0 G
BCL K Sl I BIM H S2 M BCL A.
o 2x411 5x6- #4x9 n #4x9 11 5x6= 2x411
aW:308 W:308p
o �
TC `'i 12-0-0 24-0-0
BC 24-0-0
ALL PLATES ARE LOCH2O, # = PLATE SELECTED IN PLATE MONITOR
REVIEWED BY:
Robbins Engineering, Inc. REFER TO ROBBINS LNG. GENERAL Date Sealed.3/20/2006
PO Box 280055 NOTES AND SYMBOLS SHEET FOR Scale: 1/4"=1'
Tampa, FL 33682 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc,/Online Pluses APPROX. TRUSS WEIGHT: 259.1 LBS
ROBBINS connector plates shag be applied on bath faces of buss at eachjonv,Center Robbins Eng.Co.beso m tuporsibility forth erection of busses.field bracing or
tle plates,t dess indicated otherwise.No loose knits or wane inplate contact area. pc-.,d truss bracing.Refer to BCSI 14)3 as published by the Truss Plate Institute. Loadcase #1 Designer:
Splice only"Jr.shwa.Overall spars assume 4"bearings at each end,unless indicated 21R North lac Street Suite 312,Alexandna,VA 22314.Persons erecting muses am TC Live 44.4 psf Checker:
otenuise.Cutting and fabrication shag be petfornedonequipnem,,hich produces cautioned to seek professional advice mmeriingpmperemetionbracingtopavem
srwg-fitting�oims and plat-Unless otherwise roled moishue content of lumber shall toppli g and"domirmirg" Care should be taken to prevent damage during feb ketan, TC Dead 10 p8f Reviewer:
not exceed 19%at time offabrication and this design is rot applicable fur use with fire storage,shipping and eection Top and bottom chords shall be adequately braced in the BC Live 0 psf Designed:
retandem lumber and some preservable beetneres.This design was prepared in absence of sk tW,g or rigid calug respectively.R is the asponsibtity of others to BC Dead 10 psf Rev No:
accordance nsith"National Design Specifications for Wood Construction"(AFPA), ascertain that the design loads utilized on this dmwing meet or exceed the actual dead
"National Design Startland for Metal Plate Corrected Wood Truss Conahuction'(TPI), loads imposed by the structure and the live loads imposed by to local budding code or Total 64.4 psf Rev Date:
and HUD Design Criteria for Tressed Rafters. histoncal climatic records. Lumber SI 1.00 Run Date: 03/20/06
Plate SI 1.00 Version: 19.0,011
FURNISH A COPY OFTIM DESIGN TO ERECTION CONTRACTOR. Spacing 24.0 in. Drawing;
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THLS TRUSS DESIGN DRAWING&&VERIFY
THAT DATA INCLUDING DIM.&&10ADS CONFORM TO ARCH.PLAN/SPECS&&FAB,TRUSS PLACEMENT DIAGRAM.
Robbins Engineering,Inc./Onhne Pkts^®1996-2006 Version 19.0.011 Engineering Review DraWng 3/20/2006 3:40:07 PM Page 1 TO6 n 19 9.3`
li 1, 1
Kj
�1k E ck 1); ,Avg
-,
t
t
_ x
( S
1
! 4
i
d
F
.. '5 cad �
i }
2 t
� s
R
f I
d
{
TOWN OF QUEENu9Uf��Y`e 101 ination,
s Based ono 01
nts shall
compliance with our cq
not be construed as ndi ating the
plans � icatios re in full
i 6 compli o®with the B�lldi. God��Of
;-
—� New Y
E
,
, .f541
' +C
rf q IA
PO
r� S erg nit