2008-500 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
(zt Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number. P20080500 Date Issued: Thursday, January 22, 2009
This is to certify that work requested to be done as shown by Permit Number P20080500
has been completed.
Location: 27 HOWARD St
Tax Map Number. 523400-308-008-0002-057-000-0000
Owner. LEIGH WILSON
Applicant; LEIGH WILSON
This structure maybe occupied as a:
Garage - 1 Car 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, 4
Variance, or other issues and conditions as a result of approvals by the Director of Building& de E ement
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: P20080500 Application Number. A20080500
Tax Map No: 523400-308-008-0002-057-000-0000
Permission is hereby granted to: LEIGH WILSON
For property located at: 27 HOWARD St
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. Tyne of Construction Value
Owner Address: LEIGH WILSON
27 HOWARD St Garage- 1 Car Attached $7,500.00
QUEENSBURY,NY 12804-0000 Total value $7,500.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2008-500
400 SQ FT DETACHED GARAGE
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, October 01,2009
(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 r
Quee ury; nesday, October 01, 2008
SIGNED BY for the Town of Queensbury.
Director of Building&Co Enforcement
r-----••_•-----------------
W................ ...... ......0
OFFICE USE ONLY -
TAX MAP N0. PERMIT NO.� ` ' f
1 ,
o FEE PAID !/ .� � _
BLDG,&CODES APPRov , ,
, � ,
------ ,
ACCESSORY STRUCTURE BU DING 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 IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS
RECEIVED A VALID BUILDING PERMIT.
OWNER: �I
l Sr�1� INSTALLER/BUILDER:
ADDRESS: _Z� N�L� � �)�' ADDRESS: � kn
PHONE NOS.CS IP�1_ 1� I PHONE NOS. 32-1 - 3U75
LOCATION OF PROPERTY:_z-�� 1� ,� ,n� SUBDIVISION NAME: N
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: bciarkaA (�if Y1 np
ESTIMATED COST OF CONSTRUCTION: $-1500 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? l4 U
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: I, I SCE l PHONE:3a1 -j o,j
PROPOSED CONSTRUCTION I3T FLOOR 2ND FLOOR TOTAL PROPOSED
$0.FT. SO.FT. SQ.FT. HEIGHT
FT.&IN.
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH'
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: 1 ) q0 v 151
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, showing actual location of all new
construction.
(QUESTIONS? CALL 761-8256 OR EMAII have read and agree to the above. codesftueensburYn OUR WEBSITE FOR MORE INFORMATION
Signed Dated: -i'J" www.aueensbury.net
Town of Queensbury- Community Development Office - 742 Bay Road, Queensbuq, NY 12804
B 1-LGL 11-05
Queensbury Building & Code Enforcement - Residential pection
Office No. (518)761-8256 Arrive: °} Q a pm rt: am/pm
Date Inspection request received: Inspector's Initials:
NAME: I-,IrE U�, t PE M #: b4is '5-U0
LOCATION: Z`7 F-bc�-- AR _T- D E:
TYPE OF STRUCTURE:
omments:
Yes No N/A
4" Building Number Address visible from road F" tl,)G
Chimney Height/"B"Vent/Direct Vent Location _ `
CD—
Fresh Air Intake t�rJc �- 63,Ck t S
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 Brawn /Handicapped Ramp Compliant
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/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Batter
backup:
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/Insulation Certification
Floor truss,draft stopping finished basement 1,000 s .ft.
Emeraency egress below grade
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 Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum IN Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Duct worts Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Are Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C►O Temporary/Permanent
LABuilding&Codes Form"uilding&Codes\lnspection FormstResidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08
Queensbury Building & Code Enforcement - Residenti al section
Office No. (518) 761-8256 Arrive: p rt: ,-1 /pm
Date Inspection )//
request received: Inspector's Initial
NAME: e i C. t P #: �.
LOCATION: AT
TYPE OF STRUCTURE: '
- Comments•
r- Yes No NIA
4' Building Number Address visible from road ✓1C
Chimney Height/'B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches t S ^
Roof Complete/Exterior Finish Complete
Platform at all exterior doors 1�0
Handrail 4 or more risers f=
Guards at stairs decks,patios more than 30 inches above grade tJ�T
Guard at stairwell at 34 inches or more �JE�
Guard at deck,porches 36 inches or more PLC ass
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 �T
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade y r 0 C—
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight C ► -
Safeglazing/Window in stairwells safety glazing
Interior Smoke Detectors/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(height)in accessibie area
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation/Insulation Certification
Floor truss,draft stopping finished basement 1,000 s .ft.
Emerpency egress below grade
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 Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'W'G sum
Basement stairs closed rise>4 inches
Garaae Floor Pitched
Gara a fireproofing/%hour fire door/door closer
Duct work Seated properly
Gas Logs in Sealed or Glass Enclosure '
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
As Built Se is System/Sewer Dept. Inspection Sticker
Site Plan /Variance required --- -
Flood Plain Certification,if required
Okay to issue C/C or C 1 O Tem ora Permanent I
LABuilding&Codes FormslBuilding&Codes\lnspection FormslResidential Fine nspection Form_revised_100405.doc;Revised
January 7,2008; Revised 6126/08
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Job:JOB17122 Mark: R1 Quantity: 11 Type: 4.2 Span: 200000 P1-H1: 5 Left OH: l- 0- 0 P Right OH: 1- 0- 0 P Page 1
WILSON GRANVILLE BRANCH
a
ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES:
ON JOINTS EXCEPT: TOP 0.75 2x 4 SP-#2 O.C. From To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by:
JT PLATE SIZE X Y BTM 0.79 2x 4 SP-#2 TC Cont. 0- 0- 0 20- 0- 0 LBS IN-SX IN-SX TO V 92 20 0.0 10.0 SARATOGA LUMBER TRADERS -
A 3.00x 6.00 CNTR -0.00 WES 0.60 2x 4 SPFS-#2 BC Cont. 0- 0- 0 20- 0- 0 A 1607 3- 8 1-14 TC V 92 20 10.0 20.0 Analysis Conforms To:
C 3.00x 6.00 CNTR -0.00 C 1607 3- 8 1-14 BC V 0 20 0.0 20.0 ANSI/TPI 95 6 02
D 5.00x 8.00 CNTR -0.50 TC Fb-1.15 Fc-1.10 Ft-1.10 + 4 Wind Load Case(s) OH Loading
BC Fb-1.10 Fc-1.10 Ft-1.10 UPLIFT FOUND AT BEARINGS + 2 Unbal. Load Case(s) Soffit psf 2.0
BRG UPLIFT BRG UPLIFT + 1 UBC Load Case Design checked for LL on BC
LBS LES + 1 Dead Load Case per BOCA (section 1606.2.3),
A 209 C 209 IBC/IRC-2003 and FBC 2004
TL Defl -0.291, in A -D L/799 pesi ction checked
for 0 psf
psf.
gn checked for 10 psf non-
LL Defl -0.14" in A -D L/999 concurrent LL on BC.
Shear // Grain in E -B 0.57 Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 6.0 psf
4x4= BC Dead Load 6.0 psf
HO 4-1 B HO 4-1 Roof Snow Load per ASCE 7-02
HH 4 HH 4 Ground Snow Load - 60.0 pef
Rain Load - 0.0 psf
5 x4 Thermal Factor 1.10
Importance Factor 1.00
2x4 2x4% Exposure Factor 1.00
4-10-13 TC E F TO Balanced Load Factor 0.77
W1 Unbalanced Load Factor 1.50
4-6-1 W2 Unbalanced Loads Checked
Load 3x6= 3x6= Max ocxinp�oforcetors - 1.52524dlb800
A C Max tens. force 2356 Lbs
ji U-n �ei-11, Quality Control Factor 1.00
BCL DSPL BCL
5x8=
W:308 W:308
dt:1607 R:160,9
81: 209 U: 2(@1
0 0
TC r1 5-3-0 10-0-0 14-9-0 20-0-0 ri
C10-0-0 2 -0-
20-0-0
ALL PLATES ARE MT2020
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 110.0 LBS Scale: 1/4"-1'
Connector plates shall be applied on both faces of truss at each joint Center the Robbins Eng.Co.bears no responsibility for the erection of trusses,field bracing or
plates,unless indicated otherwise.No loose knots or wane In plate contact area. permanent trues brueing,Refer to SCSI 1-03 as published by the Trust Plate Auto Snow Loading Designer: Lucas Ahl
Splice only where shown.Overall spans assume 4"bearings at each end,unless Institute,218 North Lee Street,Suite 312,Alexandria,VA 22314.Persons erecting TC Live 46.2 psf Checker:
Indicated otherwise.Cutting and fabrication shall be performed on equipment which trusses are cautioned to seek professional advice concerning proper election bracing TC Dead 10 s£ Reviewer:
produces snug4ftdng joints and plates.Unless otherwise noted,moisture content of to prevent toppling and"deadening".Care should be taken to prevent damage p
lumber shag not exceed 19%at time of fabrication and this design Is not applicable during fabrication,storage.shipping and erection.Top and bottom chords shall be BC Live 0 psf Designed:
for use with An retardant lumber and some preservative treatments.This design was adequately braced in the absence of sheathing or rigid ceiling,respectively.It is the BC Dead 10 psf Rev No:
prepared In accordance with"National Design Specifications for Wood Construction" responsibility of others to Ascertain that the design bads utilized on this drawing meet Total 66.2 s£ Rev Date:
t� -� Trah� (A 1,"National Design Standard for Metal Plate Connected Wood Truss or exceed the acme[dead loads imposed by the structure and the live loads imposed p
I 1 +. Construction"(ANSUIPI 1),and HUD Design Criteria for Trussed Rafters. by the local building code or historical climatic records. Lumber SI 1.15 Run Date: 04/18/08
Plate SI 1.15 Version: 22.0.011
FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Spacing 24.0 in. Drawing:
1TSTHERESPONSIBILITYOFTHEBUBAINGDESIGNERTOREVIEWTHSTRUSSDESIGNDRAWING&VERIFY
THAT DATA INCLUDING DIM AND LOADS CONFORMTO ARCH.PLAWSPECS AND FAD.TRUSS PLACEMENT DIAGRAM
Robbins Engineering,Inc./Online Plus""0 1996.2008 Version 22.0.011 Engineering Review Drawing 4/18/2008 10:00:60 AM Page 1
PDF created with pdfFactory trial version www.r)dffag!gLy.com
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MAP REFERENCE:
MAP OF A SURVEY MADE FOR
KEITH A. & SUZANNE L. EGGLESTON
DATED: JANUARY 26, 1989
BY: VAN DUSEN & STEVES
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LO
06'47' 4. O IPF = IRON PIPE FOUND N
I 3 O IRF = IRON ROD FOUND I
Co
I O CIRF = CAPPED IRON ROD FOUND
;0 OIRS = IRON ROD SET/TO BE SET o
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RF TOWN OF QUEENSBURY
BUILDING AND CODE
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f •UMWTNMED&MAIM OR ADOI110N TO A Sul M Scale 1'=2(Y
`d►711 Du S MA.It~A LICOM LAND OURWIM,�a A Map of a Survey made for
%IMAY i W SEMN r2a wB-OMM;a 1W D.
Steves olaroalennlATlEDaw�nveaAaev
CM OF PRACTIC9�L�„� „� CLUTE ENTERPRISES, INC .
TNS"%V IN MWAM N AOODIIDM="TK
LandSurvey ors , LL C Dr TIE NEW m S0 ASlDpA110N n/DOfLS am oxy
mOim OM 1K w�+r nSiW*AI M A�i� WEET 1 of I
ON NO OOWF W TIE WU CWANT,OOVEIMEMTAL
189 Haviland Road Queensbury, New York 12804 "IsAM s,N�a�. AN° Town of Queensbury. Warren County. New York
CLUTE C856
(518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. No. 02371
120-9-31/308.8-2-57
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f
20' 0" 21 o" 000,
VENT-A-RIDGE
ROOF: m
_ 12 PAIN ROOF:
I --- �SEE MANUFACTIUIR�ED ROOF TRUSSES DRAWINGS
O.C.
----- 22.62 5
N.Y. STATE. CERTI�
f---------------------.-------- - � '�S CERTIFIED DRAIMNGS FOR DETAILS)
I i 2;4 TRUSS BRACING, 1 2"OSB ROOF SHEATHING, "
I NOTES: , �, / H cups ® 24 o.c. Z
_ ,24*= 1.4 FELT PAPER & 25YR 3-TAB RQQF SHINGLE W/ T-A-RIDGE C)
' NOTE: DOTTED LINE INDICATES ' * GO NOT SCALE THESE DRAWINGS, THEY MAY NOT BE (SEE OWNER FOR COLOR) �'�� ����c
r- LINE HUANCHED FOOTING i TO AN EXACT SCALE, USE ONLY DIMENSIONS GIVEN.
E:AVE & RAKE: n
(SEE CROSS SECTION FOR DETAIL:) � * FOUNDATION DRAINAGE AS REQUIRED PER SOIL CONDITIONS � —
2x6 SUBFASCIA, 2x LOOKOUT FRAMING 0 24"O.C. W/1x8 & 1x4 R.S.PINE
* BUILDER SHOULD VERIFY ALL DIMENSIONS BEFORE FASCIA, DRIP EDGE'& 2"ALUM. STRIP VENT (EAVE & RAKE OVERHANG= 12")
! I PROCEEDING WITH ANY WORK AND SHALL NOTIFY DESIGNS I U
PLUS OF ANY PROBLEMS OR DISCREPANCIES BEFORE ANY WORK GARAGE WALLS:
! ! IS PERFORMED. —
W
21:4 OR 3.1/2 EX 11ERIOR WALLS 0 16"O.C. W/ 2x6 P.T. BOTTOM o, Q
1 GARAGE P'_4TE, (1) COURSE 8: CAP BLOCK & (2) COURSES OF 8" CMU r
MONO—LITHIC SLAB FOUNDATION i o * MINIMUM SOIL BEARING PRESSURE - 3000 PSF C)NC. BLOCK, 3/8"x 12" ANCHOR BOLTS ® 48"0.C.W/5/8" T-111 C/ 1
6 I - ! 0 3.1/2" 19' 5' 3.1/2" SiEATNING,lx4 R.S. PINE TRIM & CRNR.BRDS.
4- CONC. SLAB W/ WIRE MLL H & 3—#4 REBARS i `1' * CONCRETE FOR FOOTINGS AND WALLS SHALL BE 4000 PSI" (SEE OWNER FOR COLOR)
10 (3) LOCATIONS ® PERIMEILR OF FOUNDATION I COMPRESSIVE STRENGTH W/5 SLUMP FOR FOOTINGS AND 6 , W
(T. . .= 2-0 ) i SLUMP FOR FOUNDATION WALLS. PER/FT4 CONC. FOUNDATION: oo/2y c-- ,jo Qeo'jo /'tj �5� 1—
i I PtTt 1/� 4" MDNO-LITHIC POURED FOUNDATION W/ 6x6x10 `IRE MESH Q
' ' NOTE: THE BUILDING DESIGN PRESENTED ON THESE DRAWINGS 1" BELOW SURFACE & 3- 4 REBAR ® 3 LOCATIONS AROUND
8- (;ONC. BLOCK WALL (2) ! J I�ilf=r I�r�1� ICI ( )
I coi ?SES HIGH W/CAP HAS BEEN DEVELOPED WITH CARE IN ACCORD WITH THE DESIGN NY� ,� �11� • ! P`°�RIMETER OF SLAB FOUNDATION
BLO::K (T.O.W.= 3-s� CRITERIA SHOWN HEREON. IN AS MUCH AS CLIMATIC SOILS AND. w• DEG. •r� ,� T.O.S.=2 -0
' (Tv.) I B.O.F.= 0'-0" � W
GROUND WATER CONDITIONS VARY WIDELY. WE RECOMMEND THAT i
A LICENSED DESIGN PROFESSIONAL BE CONSULTED IN THE EVENT S:r FOUNDATION DETAILS ON SHEET `A-1"
THAT SPECIFIC SITE CONDITIONS OR LOCAL BUILDING CODES SUGGEST t2"
OR REQUIRE A MODIFICATION TO THESE PLANS.
L.--------------------^-----------------�
� � NOTES: � CD �
DO NOT SCALE THESE DRAWINGS, THEY MEY NOT BE TO AN EXACT SCALE, -! LsJ
" " USE ONLY DIMENSIONS GIVEN. (� r Z
L2' 8 9 3 2 -0 3 -5 ? 8 * DESIGNS PLUS WILL NOT BE RESPONSIBLE FOR ANY STRUCTURAL DEFECTS C D Q
M.O. M.O. CROSS SECTION _Il
FROM THE FAILURE. TO FOLLOW PLANS AND DETAILS,
20' 0" f, - ALL DIMENSIONS SHOWN ARE FROM FRAME TO FRAME. -
- ALL EXTERIOR WALLS ARE 2x6 OR 5.1/2" UNLESS OTHERWISE NOTED. ry
- ALL INTERIOR WALLS ARE 2x4 OR 3.1/2 UNLESS OTHERWISE NOTED.
1
- ALL EXT.HEADEf!S 2-2x10 BUILT-UP HDR.UNLESS OTHERWISE NOTED.
NOTICE - ALL DIMENSION4L MATERIALS ARE SPF12 OR BETTER. . . • • m
KRAFT PAPER INSULA
TION MUST B� W W `-
•.COVERED BY NON-COMBUSTIBLE BARP'E7 --� Q Q
POUNDATION, . . LAN �-
'-2 1 �i� lJ J l_J
22.6215 N - -
�/' F T BE CO',
-� OAM INSULATION MUST
A-, 15-MINUTE THERMAL F° —
20' 0" ' l
N �
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F--
3.1/2- 19' 5" 3.1/2" to
Al
20' TRUSSES 024" O.C. CD ,-q
a0 CD
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A - A REJIN- R ELEVATION LEFT ELEVATION
GARAGE TOWNurv"u. f3liR' :`�� i.i
in o Based on our fimiteo ux;minabon; co
o compliance'with our comments'shall � o
N a' not be construed as indicating the r u
plans,tn speaf ons are Im ful9 _) �� t�
j..... .................................. ! wmpliance 014h the Uild to Codes of a�� p
j NewYiAstate. 22.62 5
pr
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9'x8' O.H. DOOR
I
ENGINEERS STA10-
� TOWN OF QUEENS BURY BUILDING D ARTMENT
on od' ft "ited examin tion,
f '" ;' r' lance wit�u
construed as'indicatineI
i
I s and cations are " full
• ' sl —, • - • .' �— 1`" �. _ \- ♦ _ compliance the Building
f " � n � w .' e • .. `� � '' c i f 1 • ' � a \ ` �, , 'R { '�� - i of New` tate. des Y
7 -4 8 -4 4 4 ILE Con
20' 0"
O PLAN - - ELEVATION- JOB : 030802
� L aRRIGHT FRONT E LE VATIa
�; .i I ----, � - - DATE: 03 11 02
SHEET#:
BUILDING &
VIEWED BY ,