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2003-177
' BP File Ne�sz' $usiress Dept. of Community Development CeY'tlflCate Of Town of Queensbury - 742 Bay Road Occupancy Permit .Queensbury,NY 12804 (518) 761-8256 For occupancy only, with no work requiring building permit: no fee required or this permit. APR 14 Z003 TOWN OF QUEENBBURY BUII-DING,ND CO�-r Name of Business: L.Aell"vs -SS Address: 22 q �ut•�f Person in Charge or Manager: Business Phone Number: 21/3 7� Type of Business: (i.e.,mercantile,restaurant,hobby shop,plumbing store): Owner of Property: erg.-� r✓ � Z� Address: Z- Phone Number: 7/1 Please provide an accurate layout of your store showing all walls, exits, stockrooms, rest rooms, counters and fixture layout on a separate sheet ofpaper. Signature: Date: 03 of person submitting this form: Property Tax Map,No. Notes/Comments: Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins ti4n request received: Queensbury Building&Code Enforcement An-ive: am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: r 0— �r ��` C� �' ERMIT#: 3 Z 7 LOCATION: INSPECT ON: IJV14,13 TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly �14hvV26;7J O4- 12"O.C. Headroom 6 ft. 8 in.Stairwells 36 in. or more Headroom 6 ft. 8 in. s r Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 2 (w) 16 gauge (8) 16D nails each side /! /� Draft stopping 1,000 sq. ft. floor trusseslh4r Anchor Bolts 6 ft. or less on center ok Ice and snow 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 '/2 inch or 5//iT ype X Garage side 5/8 inch T Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 313u GENERAL INSPECTION REPORT ( 518 )761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive✓22 '3 am/pm Depart m/pm Inspector's Initial—sW NAME: 4 ,` PERMIT# CY3 -0172 LOCATION: S-W d PZPT DATE: 0 TYPE OF STRUCTURE: RECHECK N/A YES-NO COMMENTS Footings/Piers Monolithic Pour Form 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 Foundation/Dampproofing 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 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ( l am/pm Depart: am/pm 742 Bay RQad, Queensbury,NY 12804 Inspector's Initials: NAME: C P PERMIT#: Q -� LOCATION: , DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. / �� a , All Doors 36 in.w/Lever Handles/Panic Hardware, if required ec Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18")Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/Z doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File -Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20' wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Perfection axe ge RECEIVED Fitness Equipment 870 State Route 9 APb 2 $ OueensbtnT,NY 12804 TOWN.OF QUEENS RY 518-743-8470 F .51S-743-1190 PLANNING OFFICE www.11erf,-,ctioiiLxcrclscs.com Ile parleiug spaces allocated for Subway,at Nliller Hill Mall,S72 Rt.9,Queensbuny,will be temporarily allocated f or the use by Perfection Exercises until the reopening of Subway,scheduled for the date of May 7,2003. Perfection Exercises will forfeit its parking rights at that lime or when subway is ready to re-open. Signed r¢ " Scs' DateZ� G Signed Date 4 aR ©�l � � r -LU CC I L M A . Cal _A rrs� �� , I- _ ! 0. - - - I-- —I QUE NSBURY BU LDING DEPA ' B sed oily limit exa ina6 1..0` I ---- lia ce with our V jc�. i - p L I � no be strubd as iind�fing, plans wan ificab ns are-m.- co pli Y wi the l uildin of ew York St te: I— , p I ~b) LDS' r ! �!{� �► ! . . .._..� _ ._ - rr � I • V�l � I ( I I i ; 1 I , I . /I .¢ I � IV , i l , , I I V(��` I I I _ the LA grou Landscape Architec _ - - and Engineering, P. / I 40 Long Alley Saratoga Springs New York 12866 / =, 518/587-8100 Telefax 518/587-01 NOY. S . -_-_ Unauthorized altera, l-— -� addition to this doc \ = is a violation of S 7209 of the New Yorr Education Law. MEET EXISTING \ ©the LA Group 2002 CURB FLUSH \ Design D Drawn M EXISITING 1 \ CURB Checked D t 1 R1,V o—� a _N00°43 ' 10°W _ NO2 28 50 E _ N07 a — _ _ _ _ 2 -- - - -- - - -- -- -- —� 156. 31 � 106. 50 ��' 20 �E MEET EXISTING f - — CURB FLUSH 2'-7- EXISTING EXISTING oo N L-5 25' FRONT SETBACK ASPHALT W RETAINING RETAINING 61 EXISTING ' ' EXISTING ( WALL I ® ASPHALT eo _ A MEET EXISTING - --- PAVEMENT FLUSH •=-- •--- - --- -- —• __ '® - � 8 " _ x 8' I ol RV I 80 EXISTING I 9, r'1 ® � \`�� I I 1 ..� EXISTING COMMERCIAL BUILDING ASPHALT I EXISTIPG a R49' R1 ® ® 10,88G 5a.ft. COMMERCIAL BLDG. 2,088 tcl.ft. 17' - f LANDS RETAINED BY .. 1 4, \ BORK & POTENZA 5' o ( 67 795.22 s . ft. -- _� ___-- I HOUSE O ' 9 I I p N � N N o 1.56 acres _ Q I a r. MEET EXISTING O A O F I � I . - � `�.. ' _�':• PAVEMENT FLUSH O �r �- F+1 ~ k I 68' 6" � / � NEW CONCRETE 4 2 NEW CONCRETE 22'-5" I I 30 / STAIRS (TYP.) e - WALK (TYP.) NEW CC SIDEYARD �CONCRETr i> c. SETBACK 61' (IYP.5, ) .� STAIRS 4 I � LAND.? \ _ r * - (TYP-) ' f I rt 12 4 NEW CONCRETE - Rom,_. I I UJ I a N x N/F OF NEW _ CONCRETE - STAIRS (TYP.) I R15. NORTI3WAY PLAZA CURB 4 13 - i / �, o EXISTING /�\ R5 141' `' {:.- /I 26'-6" N r N C GUARD RAIL 18'� R5' R2 :: .• * ; to o I TO REMAIN �/ ` i R38' Ico LANDS �.. 5' I i 11 . 18 R62. : : . - N/F OF 2� .s ® i » ® NEW R5 ® 28--5 }^ 4 CONCRETECURB . I ELDRIDGE M. MOORE I 1 L.L • S� �' NEW.: ON f ♦ �. . . , . ASPHALT (TYP.) PAVEMENT. ..,'. El 24` .01 8 \ � TYP. ♦tea\ ® .......... .. . sue? ♦ 18 a \. .� .) a., sr• ® ® . 25' 0.1 104.4 q bI LAYOUT NOTES I A/ ` \ REAR YARD �j SETBACK ® 20' I i. All lines and dimensions are parallel or perpendicular ® 5 SIDEYARD I to the lines from which they are measured unless NEW SETBACK I otherwise Indicated. 1W ©1 .. ASPHALT CHAINLINK '` \ 24' 2 0 t Ct0 h II if II i dit i th G FENCE �. ©: r s a ver y a ex ing con ions n e N 1 (TYP.) R5• field prior to construction and report any Y PAVEMENT BY OTHERS N , discrepancies in the site survey to Owner's GUARD RAIL ?$8 3pe �. O I EASEMENT AREA TO BE CONVEYED I representative the Owner's Representative prior to starting work. �y BY OTHERS T98 \ , FOR CONSTRUCTION AND MAINTENANCE 2 ® 1 \ 84' I I 3. At all locations where existing curbing, bituminous � OF RETAINING WALL concrete roadway or concrete sidewalk abut new 3.122.46 sq.ft. construction, the edge of the existing curb or pavement 0.07 acres shall be saw cut to a clean, smooth edge. Provide pavement key as detailed. Tack coat exposed edges of ^� 11 �J I I existing bituminous concrete prior to placement of new HOUSEbituminous concrete pavement. Z CHAINLINK �I 4. Dimensions on parking lots and roadways FENCE \\_- p g are from face",, BY OTHERS _ I I or bottom of curb_to face or bottom of curb. N GUARD RAIL ERS �� \ ` I1 5. Field adjustments must be approved by the Owner's Rep. v '� Q ' and appropriate municipal officials prior to construction. W 41) PARCEL BEING CONVEYED FROM , � \ � I � a - BORK /-POTENZA TO Revisions NORTHWAY PLAZA II d GRAPHIC SCALE Project 03043 ❑ I 20 0 10 20 40 Date 3 28 c CAD # 3043bE IN FEET Drawing ❑ ( ) L-2 1 inch = 20ft. i